Preface

Objectives, basic principles and main procedures for working on interstate standardization Installed in GOST 1.0-2015 "Interstate standardization system. Basic provisions" and GOST 1.2-2015 "Intergovernmental system of standardization. Standards of interstate, rules and recommendations on interstate standardization. Development rules, adoption , updates and cancellation "

Information about standard

1 Designed open joint Stock Company "Production and Research Institute for engineering Exquisites in construction "(OJSC" PNIIS ")

2 Submitted by the Technical Committee on Standardization TC 465 "Construction"

3 Adopted by the Interstate Council for Standardization, Metrology and Certification (Protocol of December 5, 2014 N 46)

For the adoption voted:


Short name of the country on MK (ISO 3166) 004-97		Abbreviated name of the National Standardization Authority
		Ministry of Economy of the Republic of Armenia
Kazakhstan		Gosstandart of the Republic of Kazakhstan
Kyrgyzstan		Kyrgyzstandart
		Moldova Standard
		Rosstandard.
Tajikistan		Tajikstandard
Uzbekistan		Ustanndart
		Ministry of Economic Development of Ukraine

4 Order of the Federal Agency for Technical Regulation and Metrology dated December 12, 2014 N 2023-ST Interstate standard GOST 12071-2014 was enacted as a national standard Russian Federation From July 1, 2015

5 instead of GOST 12071-2000

6 reprint. February 2019

Information on the changes to this standard is published in the annual information indicator "National Standards", and the text of the amendments and amendments are in the monthly information indicator "National Standards". In case of revision (replacement) or the cancellation of this Standard, the appropriate notification will be published in the National Standards Monthly Information Index. Relevant information, notification and texts are also placed in information system common use - on the official site Federal Agency Technical regulation and metrology on the Internet (www.gost.ru)

1 area of \u200b\u200buse

This standard applies to all the soils according to GOST 25100 without limitation and establishes the requirements for the selection, packaging, transportation and storage of soil samples in the production of engineering and geological surveys for construction.

2 Regulatory references

This standard uses regulatory references to the following interstate standards:

GOST 2488-79 Cerezine. Technical conditions

GOST 5180-84 Soils. Methods of laboratory definition of physical characteristics
________________
Replaced with GOST 5180-2015.

GOST 12248-2010 Soils. Methods of laboratory determination of the characteristics of strength and deformability

GOST 12536-79 Soils. Methods of laboratory determination of particle size distribution (grain) and microgenation

GOST 22733-2002 Soils. Method of laboratory determination of maximum density
________________
Replaced with GOST 22733-2016.

GOST 23161-78 Soils. Methods of laboratory determination of the characteristics of the step
________________
Replaced with GOST 23161-2012.

GOST 23683-89 Paraffins Oil solid. Technical conditions

GOST 23740-79 Soils. Methods of laboratory determination of organic substance
________________
Replaced with GOST 23740-2016.

GOST 25100-2011 Soils. Classification

GOST 26263-84 Soils. The method of laboratory determination of thermal conductivity of frozen soils

GOST 30416-2012 Soils. Laboratory tests. General provisions

Note - When using this standard, it is advisable to verify the action of reference standards in the public information system - on the official website of the Federal Agency for Technical Regulation and Metrology on the Internet or on the annual information indicator "National Standards", which, as of January 1 of the current year, and According to the issues of the monthly information indicator "National Standards" for the current year. If the reference standard is replaced (changed), then when using this standard should be guided by replacing (modified) standard. If the reference standard is canceled without replacement, the position in which the reference is given to it is applied in a portion that does not affect this link.

3 Terms and Definitions

This standard uses the following terms with the corresponding definitions:

3.1 swimming method of sampling of soil samples: The selection of samples of the soil of disturbed addition, resistant in the walls of open mountain workings, by the bells of the furrow, as a rule, 10-20 cm wide and a depth of 5-10, cm in order to obtain the necessary mass of the sample.

3.2 groundonos: A device for sampling of soil samples of undisturbed addition.

3.3 double column tube: A column tube with concentrically connected inner and outer tubes, designed to protect the core (sample) on the erosion and abrasion.

3.4 kern: A sample (column) of the soil, formed as a result of ring destruction of the soil of the bottom of the well.

3.5 column set: The drilling tool intended for the ring destruction of the soil, receiving and saving the core.

3.6 column tube: Part of the drilling tool set for receiving and saving the core.

3.7 sample of the soil of impaired addition: The ground weight, in which, when selected from the ground massif, changed natural addition and (or) humidity of the soil.

3.8 sample of natural addition soil (monolith): The sample of the soil of a certain form, in which, when selected from the soil massif, the impudent addition and humidity of the soil are preserved.

3.9 powdering tool: Part of the rig set that directly destroys the soil when drilling a well.

3.10 the spotting method of sampling of soil: Selection of soil samples of impaired or impudent addition (monolitha) from the point of the ground massif.

3.11 aspilated primeros: Device for sampling by crushing into the ground without rotation.

4 Main regulations

4.1 General

4.1.1 The selection of soil samples and the volume of samples of impaired or natural addition (monoliths) are carried out to describe the soils and determine their properties in the laboratory, according to GOST 5180, GOST 12248, GOST 12536, GOST 22733, GOST 23161, GOST 23740, GOST 24143 26263, GOST 30416.

4.1.2 Soil samples are selected from stripped slaughter and walls of mountain workouts (shurts, boilers, drilling wells, etc.), natural and artificial outcomes and the bottom of the waters.

4.1.3 To determine the full complex of the physico-mechanical properties of the sample soils, should consist of one or more monoliths, depending on the composition of the outlined laboratory work.

4.1.4 The monoliths immediately after the selection should be oriented (the top of the monolith is noted).

4.1.5 Mountain production, which take sampling, should be protected from the penetration of surface waters and atmospheric precipitation, and in winter it is from freezing.

4.1.6 Mountain production for sampling samples of frozen soil must be passed without preliminary soil precipitating and subject to preventation of the sampling site of the samples from the pulling and subtlety of the samples.

4.1.7 Samples of frozen soil must be selected at a negative ambient temperature, and in the warm season - under the condition of them immediately thermal insulation and delivery to the storage with a negative air temperature.

4.1.8 For sampling of soil, for which the preservation of natural humidity is not required, the drilling of wells is allowed to be carried out using a clay solution with a density of at least 1.2 g / cm.

4.1.9 To select the samples of the soil requiring the preservation of natural humidity, the drilling of wells should be carried out without the use of washing liquid and without water in them, with a reduced rumble of drilling tools (no more than 60 rpm).

Admissible drilling of wells using double and triple column pipes (Wire Line technology).

4.1.10. To select samples of frozen soil, drilling wells should be triggered by shortened flights (0.2-0.5 m) with a reduced rumble of drilling tools (20-60 rpm) to prevent the decomposition of the monoliths of frozen soil; It is allowed to drill with purge cold air cooled to a negative temperature.

It is permissible drilling with a double column tube with fraction of the end washing while preventing the technogenic salinization of soils and their thawing.

4.2 Equipment and materials

4.2.1 To select the samples of the soil of impaired addition from open mountain workings (shurt, duddy, ditch, etc.) use a shovel, knife, chisel, hammer, scrap, etc.

4.2.2 For the selection of monoliths from open mountain workings, use a shovel, knife, cutting rings and primeros of different types.

4.2.3 To select the samples of the soil of impaired addition from drilling wells, depending on the type of soil and its state, the drilling instrument is used in accordance with the Annex A.

4.2.4 For the selection of monoliths from drilling wells, single and double camp tubes, primeros, or vibrace (for sands of medium density and clay soils with 0.75) are used in accordance with the applications A, B.

4.2.5 The inner diameter of the grinding shoe (given in Appendix B) must exceed the inner diameter of the working rings of laboratory devices to the total thickness of the impaired peripheral sample zone.

4.2.6 For packaging of soil samples of broken addition, a container is used to preserve small ground particles (saccasters from synthetic film, dense tissue, waterproof paper or polyethylene); For samples requiring the preservation of natural humidity, fuces with a hermetically closing lid are used.

4.2.7 For insulation of monoliths of melt soils, the Paraffin of the oil margin of HB 56-58 is used according to GOST 23683 with the addition of 35% -50% (by weight) of the Hudron, gauze, insulating tape, as well as cerezine according to GOST 2488.

In the absence of conditions for paraffinations, the use of modern corrosion-resistant and moisture-proof materials, in particular the polyethylene stretch film, is allowed.

Note - It is allowed to use rigid sleeves (plastic, cardboard), which is placed tightly wrapped in a polyethylene fragment of the core and poured a mixture of paraffin with tar (1-1.5 cm thick). Sleeze ends are isolated by plastic lids.

4.3 Selection of samples of soil impaired addition

4.3.1 The selection of soil samples of the disturbed structure from open mountain workings are carried out from stripping at the bottom of the production or from a furrow on its wall after pre-removing the refrigerated or operated soil, with the help of tools and equipment by 4.2.1. The selection is carried out by a furrow method.

Samples of soils from drilling wells are taken by a point method using a tool to 4.2.3.

4.3.2 Mass of the samples of impaired addition to determine the standard set of indicators of physicomechanical properties should be:

- 1.5-2.0 kg - for clay soils;

- 2.0-3.0 kg - for sand;

- 3.0-5.0 kg - for large-grade soils.

4.3.3 During the selection of soil samples for laboratory tests According to the additional task (for example, to determine the maximum density with optimal humidity), the mass of soil samples should be at least 10 kg in the presence of particles in the soil larger than 10 mm and at least 6 kg in the absence of such particles .

4.4 Selection of monoliths

4.4.1 When selecting monoliths from open mountain workings, the point method of sampling sampling is used using the tool to 4.2.1.

4.4.2 In open mountain mining, monoliths from melted soils, preserving shape (clay soils from solid to a pipe plasticizing consistency), are taken with a knife, shovels, etc. Typically, the samples are taken in the form of a cube with a side of 10-20 cm. Rock soils are taken with chisel, hammer, pickaxe.

The monoliths of frozen soil from open mountain workings are selected in the form of a cube with a minimum side of the side at least 10 cm for clay and sandy soils, not less than 20 cm for trape and gravel soils and at least 30 cm for gravel and pebble soils. It is allowed to carry out the selection of monoliths of frozen soil of arbitrary shape, but with the preservation of the specified sizes as minimal.

4.4.3 In open mountain mining, monoliths from soils that do not preserve shape (semi-flux, large-granded grounds, sands) are selected into thin-walled steel pipes with a diameter of 100-200 mm. The pipe immersion is carried out by putting on it without much effort on the soil column cut from the edges at the bottom of the pipe. With full filling the pipe, the ground is cut off from the bottom of a knife or shovel. The pipe serves as a package for storing and transporting monolith and packaged in accordance with 4.5.4. The inner diameter of the ring is determined taking into account the requirements of the application B. The height of the ring must be at least the ring diameter.

4.4.4 From engineering and geological wells, monoliths should be selected primer with the level of scoring well.

Well drilling is carried out without a watering of water with overlapping aquifer with casing pipes. When the sewage and sweeping grounds are used, casing tubes are necessarily used.

The use of a shock tool that violates the natural addition of the soil is allowed only to a depth, less than 1 m of the depths of the monolith.

4.4.5 Minimum dimensions Monoliths selected from drilling wells should be sufficient to perform the necessary set of laboratory work to determine the composition, states and properties of the soil (see Appendix B).

For trials for triaxial compression in order to obtain deformation and strength characteristics It is necessary to select three monoliths 75-127 mm or one monolith 168 mm.

4.4.6 In the selection of monoliths from drilling wells, the grooves of the guiding, pressing, clogging and vibration type are used.

The type of primeros, its design and dive parameters (given in Appendix B) should be chosen depending on the name of the soil.

4.4.7 To select the monoliths of rock soils that are not destroyed from the effects of washing fluid and the mechanical effects of the drilling tools, single column pipes should be applied (see Appendix A). As a flushing fluid is allowed to use compressed air, water or clay solution.

The selection of monoliths of the remaining soils of this class should be carried out by double camp tubes with an inner non-breaking pipe. As a flushing fluid, clay solution and water is allowed.

4.4.8 The maximum length of the flight with a drilling column should not exceed 2.0 m for rocks, 1.5 m - for large-grade soils and 0.7 m - for sands and clay soils.

4.4.9 Selection of monoliths of frozen soil should be carried out with regard to requirements 4.1.6, 4.1.7 and 4.1.10.

4.5 Packaging of samples

4.5.1 Samples of the soil of violated addition, for which the preservation of natural humidity is not required, is placed in a container, which ensures the preservation of small particles of soil (4.2.6).

4.5.2 In the bag with a sample of the soil of violated addition, for which the definition of natural humidity is required, additionally placed bins. Bures must be filled with completely soil and closed with a hermetic lid.

4.5.3 Inside the packaging, together with the sample of the soil of impaired addition, label is labeled in a polyethylene film. The content of the label is allowed to be applied to the container.

4.5.4 The monolith of the nemerogen soil should be immediately isolated by parafining method, it is tightly wrapped with a layer of gauze, soaked with a haudron paraffin mixture. Then, the entire monolith in the gauze should be coated with a layer of paraffin with a haudron, wrapped with a second layer of gauze, impregnated with a paraffin mixture with a haudron, and again coasting a paraffin layer with a thickness of at least 2 mm. To paraffin on the top line of the monolith, it is necessary to put a label wrapped in a polyethylene film. A mixture of paraffin with tar, used for parafining, should have a temperature of 55 ° C - 60 ° C.

When using rigid sleeves, a haudron paraffin mixture is layered with a layer of 1.0-1.5 cm, pre-launching a label to the side face, wrapped in a polyethylene film.

4.5.5 The monoliths of the nemerogen soil, selected in thin-walled steel pipes, must be immediately packed. Open ends should be closed with rigid lids with rubber gaskets. In the absence of rubber pads, the location of the cover of the cover with the package is coated with a double layer of insulating tape or paraffin.

Before installing the cover on the top line of the monolith lace the label. The second instance of the label is attached to the side surface of the tight container.

4.5.6 When the monolith is selected with a grinding with a kerpural sleeve made of thick paper, chlorine or plastic sleeves should be closed along the end cover. Connections The sleeve with covers are covered with a double layer of insulating tape or paraffin.

4.5.7 For packing of monoliths, modern vapor-and moisture-proof materials are used, in particular, a polyethylene stretch film, a thickness of 17-25 microns. On the upper face of the monolith, it is necessary to put a label wrapped in a polyethylene film, the monolith over the entire surface is to wind up at least four-five layers of stretch films. To fix the packaging, turn the monolith with adhesive tape.

4.5.8 On the label, you must specify:

- the name of the organization conducted;

- the name of the object (plot);

- the name of the production and its number;

- sample number;

- the depth of the sample;

- a brief description of the soil (visual);

- the position and surname of the person who conducts sampling, and its signature;

- date sampling date.

Labels must be filled well, simple graphite pencil, eliminating the possibility of discoloration or breaking records.

4.5.9 Soil samples intended for transportation in the laboratory must be packaged in boxes (thermoses).

The monoliths of non-member soils are placed in boxes with a layer of chips or sawdust at the bottom of a thickness of at least 5 cm.

The monoliths of frozen soils are laid into special thermoses consisting of external and inner wooden boxes, the space between which is filled with thermal insulating material (foamed polyethylene, foam sheets).

It is allowed to use mobile freezers and modern isothermal containers (thermal containers) according to them technical characteristics (including with cold batteries), while ensuring a negative temperature for the required amount of time.

When laying, the monoliths are separated from the walls of the box with a dense layer of aggregate with a thickness of 3-4 cm and from each other with a thickness of 2-3 cm.

A wet (for monoliths of nemezero soil) or dry (for monoliths of frozen soil) are used as aggregate (for monoliths of frozen soil). Materials (foam sheets, air-bubble polyethylene film).

Under the lid of the box should be put a statement of samples, wrapped in a polyethylene film or a cellophane package. The boxes should come to numbered, to supply "Top" inscriptions, "fragile" or "not throwing" (especially if third-party organizations transport), as well as the addresses of the recipient and the sender.

4.6 Transportation and storage of samples

4.6.1 Soil monoliths during transportation should not be subjected to sharp dynamic and temperature effects.

4.6.2 The monoliths of nemerstite soils, packed in boxes, it is necessary to transport, not allowing them to circulate in the winter period (to cover any thermal insulating material, as well as to reduce their stay outside the room under the negative air temperature). Monoliths of frozen soils should be transported * packed in special thermoses, freezers and thermal containers. In the summer, transportation using thermoses is possible only for short distances. If the transportation of samples in thermos is carried out by a significant distance, then it is necessary to use a transport that is equipped with a freezer.
________________
* The formula corresponds to the original. - Note database manufacturer.

4.6.3 Packed soil samples delivered to the laboratory without documentation (sample statements), to be stored and the production of laboratory tests is prohibited.

4.6.4 Packed samples of the soil of violated addition, for which the preservation of natural humidity is required, as well as packed monoliths should be stored in rooms or chambers in which the air has a relative humidity of 70% -80% and the temperature plus 2 ° C - plus 10 ° C.

When storing, the monoliths should not be subjected to sharp dynamic effects, touch each other and shelves racks; They must be placed on the shelves of the room (cameras) with the entire bottom surface into one tier so that the labels are on top. On the monoliths it is forbidden to place any items.

Packed monoliths of frozen soil are stored in freezing gamars and chambers at a temperature not higher than minus 3 ° C.

4.6.5 The storage time of the soil monoliths from the moment of selection before the start of laboratory tests in the premises or chambers corresponding to the requirements of 4.6.4 should not exceed:

- 1.5 months - for not frozen rocking soils, sands, clay soils of solid and semi-solid consistency;

- 1 month - for other types of soils, including frozen.

4.6.6 Soil monoliths, having damage to the insulating layer, or when the storage conditions are violated, allow for laboratory tests only as samples of soil of impaired addition, which do not require the definition of natural humidity.

Appendix A (recommended). Types of drilling tools for sampling of soil samples of broken addition from wells

Table A.1.


Soils		Tool for sampling *
Rocks:
Very durable, durable, average strength, very dense, dense		Single column tube, double core tubes
Low strength, very low strength, medium density, low density		Double column trumpet
Dispersed:
Large-chip
		Single column tube, vibrous vibration, stripped glass with valve
	middle density	Vibrard with valve, scoring glass with valve
		Iron, Vibround with valve, scoring glass with valve
Clay	sproughness Solid, Solid and semi-solid clay and clay	Single column tube, double column pipe, string glass
	spro Plastic, Suglink and Clay Tugplastic, Soft Flast	Broken glass, pressed glass, double column tube
	sproud flowing, loam and clay flower and flowable	Vibration Vibround with a valve paddy with a valve, a stripped glass with a valve
Organo-Mineral (Ils, Sappropels, Backed Soils)		Drilling spoon, vibration vibration
Organic (peat, etc.)		Drilling spoon

Firmware		Single column tube, double column pipe
Plastic member		Clapped glass with valve (with practical ability), double column pipe
Syrberpiece		Clapped glass with valve, double column tube
* Selection of samples of the soil of impaired addition is carried out from the tool that the well is deepened.

Table B.1.


Type of Gentonos.		Constructive features and diving parameters of GUNDONOS
Factory	Sands are dense and medium density. Clay solid and semi-solid consistency. Organizerine with roots of plants	Groundonos should be equipped with an internal non-breaking glass (used primary sleeve). Groundonos rotation frequency should not exceed 60 rpm, axial load - not more than 1 (3) KN
Depositable	Clay semi-solid and stupid consistency	Tolstoyed cylindrical primeros (wall thickness more than 3 mm) with an outer cry of sharpening shoe 7 °. The inner diameter of the shoe is less than the inner diameter of the primer sleeve by 2 mm. GUNDONOS PULATION SITE 0.5-2.0 m / min
	Clay soft-plastic consistency	Thin-walled cylindrical primeros (wall thickness less than 3 mm), with an outer angle sharpening shoe 10 ° -11 °. The inner diameter of the shoe is less than the inner diameter of the ground-acceptor sleeve per 1 mm. Groundonos with partially overlapped inlet. Pressing speed - not less than 0.5-2.0 m / min
Passionable and vacawa	Sands loose. Clay tekherapist and fluid consistency. Organic and organic	Gentonos of cylindrical or rectangular shape. In the lower part of the primeros there are shutdown devices for overlapping the inlet. Grinding corner of the grinding shoe 10 °. The inner diameter (side) of the grinding shoe by 0.5-1.0 mm is less than the inner diameter (side) of the primer liner. Pressing speed 0.5-2.0 m / min
Scoring, vibration	Sands of medium density clay with 0.75	Gentonos cylindrical shape. The sharpening angle of the grinding shoe is 15 °, the inner diameter of the grinding shoe is less than the inner diameter of the primer sleeve by 2 mm. Note - A kerpural glass should consist of two semi-fluid with petals at the bottom to hold monoliths. Dive parameters are not regulated

Appendix B (recommended). Minimum dimensions of soil monoliths taken from drilling wells

Table B.1.

(Dimensions in millimeters)


	Minimum altitude of monolitha	Minimum diameter of monolitha	The size of the impaired peripheral zone
Rocky
Large-chip

Dense Loose
Clay:
Solid Semi-solid
Tugoplastic Soft plastic
Teocheplastic Flowing
Note - If it is impossible to select sample samples required by size, samples consist of two or more monoliths with a minimum height of each at least 100 mm should be selected.

Bibliography


	Lomtdze V.D. Methods of laboratory studies of the physicomechanical properties of rocks / manual for laboratory classes on engineering geology - l.: "Nedra", 1972. p.23-28
	Methodological manual for engineering and geological study of rocks. Tom I./Pod Ed. E.M. Sergeeva, S.N. Maximova, G.M. Berezkin. - M.: Publishing House of Moscow University, 1968. S.53-54


UDC 624.131.36.006.354

Keywords: engineering and geological surveys, soils, sample, selection, primeros, monolith, packaging, transportation

Electronic document text
prepared Codex JSC and drilled by:
official edition
M.: Standinform, 2019

Sampling rules

For laboratory studies of the physicomechanical properties of soils, samples are taken with impaired or undisturbed (monolith) structure. The type of sample depends on the objectives of the study of rock and its condition, and the method of selection - from the type of exploratory production from which the sample is selected. In engineering and geological surveys, three sampling methods are used: point, furrow and gross. The point method is that the rock layer is characterized by one or more sample samples. In the furrow method across the excavated reservoir, the strokes of its stretch are made, of which the primer is selected for the sample. The gross method consists in the study of all the extracted soil. The last two methods are usually used when exploring building materials

The physico-mechanical properties of soils in engineering and geological surveys are investigated for the following purposes:

· Classification of breeds and isolating lithological layers, reservoirs and other elements of the geological cut;
· Determination of the calculated characteristics of the physicomechanical properties of soils, the foundation base of the design structures, natural and artificial slope;
· Determining the characteristics of soils intended for use as building materials.

Monoliths are selected to determine the calculated characteristics of the physicomechanical properties of connected rocks. For loose sand breeds, monoliths can be replaced by samples with impaired structure, but in this case it is necessary to determine the density of the soils in naturally occurring field methods.

When sampling, you must comply with the following basic rules:

· The sample must be characteristic of that layer from which it is taken, and do not contain random inclusions and polluting impurities;
· Each sample must be immediately packed, equipped with a label in the prescribed form, is listed in the journal of exploration and marked the sketch of mining;
· After packaging and registration, the sample should be tuta sent to a field laboratory or in the appropriate storage location.

The volume of the parameters must be sufficient to perform all definitions. The volume of samples with a disturbed structure for rock and large-graft must be at least 2000 cm 2, for sandy - at least 1000 cm 2, for clay - not less than 500 cm 2.

Monoliths selected from mining workings may have the shape of a cube or cylinder (selected from wells).

Canning monoliths.

After removing from the primeros, the monolith is cleaned from the sludge and immediately can be preserved to preserve the structure and natural humidity of the soil. There are two methods of conservation: paraffin and packaging in a tough container. When packing the monolith, it should be noted its top and, if necessary, to refer to the countries of light.

The monolith, selected from the rigid container, is coated with a layer of tightly wrap marley, pre-impregnated with molten paraffin. Then, on top of the gauze, it is covered by another layer of paraffin, again wrap marlas and covered with a third layer of paraffin. To paraffinations on the upper face of the sample, the label is placed in the traction, which is also covered with paraffin. The second instance of the label is wetted by molten paraffin, attached to the surface of the sealed sample and is also covered with a thin layer of paraffin.

Soil monoliths, selected in rigid container (clip) or specially made metal or wooden boxes, are packaged in the same container. A label is put on the upper face of the sample between the rubber and the lid, and the second label is attached to the surface of the rigid container.

For parafining of monoliths, a mixture consisting of two parts of paraffin and one part of the humid is used, which is heated to a temperature of 60-65 degrees. You need to transport monoliths in wooden boxes. In order to avoid damage to the package, the gaps between the monoliths fall asleep with sawdust. Samples of thawed rocks need to be protected from freezing, and frozen - from thawing, because at the same time they lose structure.

PROTECTION OF NATURE

Soil

Sample Sampling and Preparation Methods
For chemical, bacteriological,
Helmintological analysis

GOST 17.4.4.02-84

State Committee of the USSR on Standards

Moscow

State Standard of the SSR Union

01.01.86

This standard establishes the methods of selection and preparation of soil samples of natural and impaired addition for chemical, bacteriological and helminthic analysis.

The standard is designed to control the overall and local soil pollution in the areas of impact of industrial, agricultural, household and transport sources of pollution, in assessing the qualitative state of soils, as well as when monitoring the state of the fertile layer, intended for land for unproductive land.

The standard does not apply to control of pollution that occurred as a result of inorganized emissions, breakthrough of wastewater treatment facilities and in other emergency situations.

1. Equipment, materials, reagents

Shovels by.

Soil knives according to GOST 23707-79.

Polyethylene or polystyrene knives.

Bars soil.

Refrigerator supporting temperature from 4 to 6° FROM.

Refrigerators bags.

Laboratory scales general purpose by With the maximum load 200 and 1000

Cuvettes enameled.

Glass crystallizers.

Sita soil with a mesh 0.25; 0.5; one; 3 mm according to GOST 3584-73.

Alcohol laboratory glass according to GOST 10090-74.

Porcelain mortar and pestles according to GOST 9147-80.

Mortar and pestles are Yashmovy, agate or melted corundum.

Flakes or cans Glass wide-stranded with fitting corks with a capacity of 300, 500, 800, 1000 cm 3.

Banks or boxes of edible polyethylene or polystyrene.

Metal spatulas according to GOST 19126-79.

Plastic spatulas according to GOST 19126-79.

Scoops.

Wrapped paper .

Cleaned medical.

Calca according to GOST 892-70.

Mantle bags.

Packages and polyethylene films.

Parchment according to GOST 2995-73.

Tampons vita-gauze sterile.

Cardboard boxes.

Salt's acid according to GOST 3118-77, c.d.a, solution with mass fraction 3 and 10%.

Sodium hydroxide according to GOST 4328-77.

Alcohol ethyl distillation technical according to GOST 18300-72.

Formalin technical according to GOST 1625-75, the highest grade solution with a mass fraction of 3%.

Sodium chloride by , isotonic solution with a mass fraction of 0.85%.

2. Preparing for sampling

2.1. Sampling is carried out to control soil pollution and assess the qualitative state of soils of natural and disturbed addition. Indicators to be controlled are chosen from those specified in and.

Sampling for chemical, bacteriological and gelminthological analyzes is carried out at least once a year. To control pollution with heavy metals, sample selection is carried out at least 1 time in 3 years.

To control the pollution of the soils of kindergartens, therapeutic and preventive institutions and recreation areas, sampling is carried out at least 2 times a year - in spring and autumn.

When studying the dynamics of self-purification, sampling is carried out during the first month weekly, and then monthly during the growing season until the active phase of self-cleaning is completed.

2.2. On the territory to be controlled, reconnecting trips are carried out. According to the data of the reconnaissance departure and on the basis of the available documentation fill the passport of the area of \u200b\u200bthe surveyed in accordance with the obligatory and make a description of soils in accordance with the recommended .

When monitoring soil pollution by enterprises of the industry, test pads are planned along the vectors of the "wind roses".

In case of inhomogeneous terrain, test sites are located on elements of relief.

On cards or plans are caused by the location of the source of pollution, test sites and spotlights of point samples. Trial sites are located in accordance with .

2.3. Test sites are laying on areas with homogeneous soil and vegetation cover, as well as taking into account the economic use of the main soil differences. The description of the trial is made in accordance with the required .

2.3.1. To control the contamination of the soils of agricultural land, depending on the nature of the source of pollution, cultivated culture and terrain, for every 0.5-20.0 hectares of the territory, laid at least 1 test site with a size of at least 10´ 10 m.

2.3.2. To control the sanitary condition of the soil in the zone of influence of an industrial source of pollution, the trial sites are layered on an area of \u200b\u200bequal to the 3-fold magnitude of the sanitary protection zone.

2.3.3. To control the sanitary condition of soils on the territory of the location of kindergartens, playgrounds, grazers, garbage boxes and other objects that occupy small areas, the size of the trial should be no more than 5´ 5 m.

3. Sampling of soil

3.1. Spot samples are taken on a test site from one or more layers or horizons by the envelope, diagonally or in any other way with such a calculation so that each sample is part of the soil typical for genetic horizons or layers. this type Soil. The number of point tests must match .

Spacing samples are taken by a knife or a spatula of a touch or soil brown.

3.2. The combined sample is made by mixing point samples selected on one trial site.

3.3. For chemical analysis, the combined sample is no less than five point samples taken from one test site. The mass of the combined sample must be at least 1 kg.

To control the contamination with superficially distributing substances - oil, petroleum products, heavy metals, etc. - point samples are taken in layerly from a depth of 0-5 and 5-20 cm weighing no more than 200 g each.

To control pollution by easily migrant substances, point samples are taken from genetic horizons to the entire depth of the soil profile.

3.3.1. When selecting point samples and compiling a combined sample, the possibility of their secondary pollution should be excluded.

Spot samples intended for the determination of heavy metals are taken by a tool not containing metals. Before selection of point samples, the wall of the touch or the surface of the core should be cleared with a polyethylene or polystyrene knife or a plastic spatula.

Spot samples of soils intended to determine volatile chemicals should be immediately placed in vials or glass jars with fit plugs, filling them in full before traffic.

Spot samples designed to determine pesticides should not be selected in polyethylene or plastic container.

3.4. For bacteriological analysis from one trial area, 10 combined samples are. Each combined sample is made up of three point samples with a mass of 200 to 250 g each, selected layers with a depth of 0-5 and 5-20 cm.

3.4.1. Samples of soils intended for bacteriological analysis, in order to prevent their secondary pollution, should be selected in compliance with the conditions of aseptic: to select the sterile tool, mix on the sterile surface, placed in a sterile container.

3.5. For the helminthological analysis, with each test site, they take one combined sample weighing 200 g, composed of ten point samples weighing 20 g each, selected layers with a depth of 0-5 and 5-10 cm. If necessary, sampling is carried out from deep layers of soil layers or by Genetic horizons.

3.6. All combined samples must be registered in the journal and are numbered. The accompanying ticket must be filled with each sample in accordance with the obligatory .

3.7. In the process of transporting and storing soil samples, measures should be taken to prevent the possibility of their secondary pollution.

3.8. Samples of soil for chemical analysis are dried to the air-dry state . The air-dry samples store in the plated bags, in cardboard boxes or in glass containers.

Samples of soils intended to determine volatile and chemically unstable substances are delivered to the laboratory and immediately analyze.

3.9. Samples of soil intended for bacteriological analysis are packaged in the refrigerators bags and immediately deliver to the laboratory for analysis. If the analysis is impossible for one day, the soils are stored in the refrigerator at a temperature of from 4 to 5° With no more than 24 hours

When analyzing the intestinal sticks and enterococci samples of soils are stored in the refrigerator no more than 3 days.

3.10. Samples of soil intended for gelminthological analysis are delivered to the laboratory for analysis immediately after selection. If it is impossible to immediately conduct a sample analysis in the refrigerator at a temperature of 4 to 5° FROM.

For the study on the eggs of biohylmintes, the soil without processing is not more than 7 days, for research on geohelminth eggs - no more than 1 month. When storing samples to prevent drying and developing larvae in geohelminth eggs, the soil is moisturized and aerated once a week, for which the samples are taken out of the refrigerator and leave for 3 hours at room temperature, moisturized with water as moisture loss and are placed again for storage in the refrigerator.

If you need to storage of soil sampling for more than a month, preservatives are used: the soil is properly carried into a crystallizer, a solution of formalin with a mass fraction of 3% prepared on an isotonic sodium chloride solution with a mass fraction of 0.85% (Barbagallo liquid), or a solution of hydrochloric acid with a mass fraction 3%, and then put in the refrigerator.

4. Preparation for analysis

4.1 . To determine the chemicals, the soil sample in the laboratory is scattered on paper or tank and squeezed with pestle large lumps. Then choose inclusions - roots of plants, insects, stones, glass, coal, animal bones as well as neoplasms - druses of gypsum, limescalers and others. The soil is triturated in a mortar and sieved through a sieve with a diameter of 1 mm holes. The selected neoplasms are analyzed separately, preparing them to the analysis as well as a soil sample.

4.1.1. To determine the gross content of mineral components from a sifted sample, we take a representative sample with a mass of no more than 20 g and rub it into a mortar from agate, jasper or melted corundum to a pow-shaped state.

4.2. For bacteriological analysis, the preparation of soil samples is carried out as described in , but with strict observance of the conditions of aseptic: the soil is scattered onto a sterile surface, all operations are carried out with sterile tools, sift the soil through sterile sieve with a diameter of 3 mm cells, covered with sterile paper. Try the soil in a sterile mortar.

4.3. For gelminthological analysis, the soil is prepared as described in .

ATTACHMENT 1

Mandatory

Passport of the surveyed area

1. Section number ______________________________________________________

2. Address of the site and its binding to the source of pollution _________________________

3. Date of the survey _______________________________________________________

4. Section size _______________________________________________________

5. Name of soil _______________________________________________________

6. Relief __________________________________________________________________

7. The level of groundwater occurrence ___________________________________________

8. Vegetable cover of the territory _______________________________________

9. Characteristics of the source of pollution (the nature of production used by the raw material, production capacity, the volume of gas-pepped emissions, liquid and solid waste, removal from residential buildings, playgrounds, places of water intake, etc.) ______________

10. The nature of the use of the site in the year of the survey (enterprise, agricultural land, the expense of the road, playground, etc.)

___________________________________________________________________________

11. Information on the use of a site in previous years (amelioration, crop rotations, the use of chemicalization tools, landfills, claimed facilities etc.)

___________________________________________________________________________

Executor
position

personal signature

Decoding
signatures

Appendix 2.

Mandatory

Trial Description Blank

		"____" ________________ 19 ___ (month in words)
1. The number of the surveyed area ________________________________________________ 2. The trial number __________________________________________________ 3. The address of the trial site ________________________________________________________________________ 4. Relief ______________________________________________________________ 5. The name of the soil indicating the mechanical composition ____________________________ ___________________________________________________________________________ 6. Plant cover ______________________________________________________ 7. Lecture and its cultural state __________________________________________ 8. Characteristic characteristics of the soil (wetlability, salinity, carbonation, etc.) _______________________________________________________________________ 9. The presence of soil and groundwater ___________________________________________ 10. Economic use nature ____________________________________ 11. The presence of inclusions of anthropogenic origin (stones, rubber, glass, construction and household garbage, etc.) ________________________________________________________________ ___________________________________________________________________________
Executor position	personal signature		Decoding signatures

Appendix 3.

Mandatory

Accompanying coupon

1. Date and hour of sampling _______________________________________________ 2. Address _______________________________________________________________ 3. Plot number ________________________________________________________ 4. Trial number __________________________________________________ 5. The number of the combined sample, the horizon (layer), the depth of testing ______________ ___________________________________________________________________________ 6. The nature of meteorological conditions on the day of sampling ______________________ ___________________________________________________________________________ 7. Features discovered during the sampling (sun lighting, the use of chemical treatment, soil treatment with agricultural machines, landfills, wastewater treatment facilities, etc.) _________________________						"____" ________________ 19 ___ (month in words)
1. Enclosure No. ____________________________________________________________ 2. Address _______________________________________________________________ 3. Common relief _______________________________________________________ 4. MICROLELEF ________________________________________________________ 5. Position of the cut relative to the relief and its exposure _____________________ __________________________________________________________________________ 6. Vegetable cover _____________________________________________________ 7. Lecture and its cultural state __________________________________________ 8. Signs of wetlands, salinity and others characteristics _______ ___________________________________________________________________________ 9. Depth and nature of boiling from hydrochloric acid: weak ____________________________________________________________ burly ____________________________________________________________ 10. The level of soil and groundwater __________________________________________ 11. Maternal and underlying breed _______________________________________ 12. Name of the soil _____________________________________________________
Scheme of soil cut	Horizon and power, see	Description of the section: mechanical composition, humidity, painting, structure, density, addition, neoplasm, inclusion, nature of boiling, horizon transition nature and other features			Sample depth, see

Executor position			personal signature	Decoding signatures

GOST 12071-2014 "Soils. Selection, packaging, transportation and storage of samples"

4.1 General

The selection of soil samples and the volume of samples of impaired or natural addition (monoliths) are carried out to describe soils and determine their properties in the laboratory, according to GOST 5180, GOST 12248, GOST 12536, GOST 22733, GOST 23161, GOST 23740, GOST 24143, GOST 26263, GOST 30416.
Samples of the soil are taken from the stripped slaughter and walls of mountain workouts (shurts, pita, drilling wells, etc.), natural and artificial outcrops and the bottom of the waters.
To determine the complete complex of the physico-mechanical properties of the sample soils, should consist of one or more monoliths, depending on the composition of the outlined laboratory work.
Monoliths immediately after the selection should be oriented (the top of the monolith is noted).

4.2 Equipment and materials

To select monoliths from open mountain workings, use a shovel, knife, cutting rings and dirtonos of different types.

For insulation of the monoliths of melted soils, paraffin of the oil grade of HB 56-58 according to GOST 23683 is used with the addition of 35% - 50% (by weight) of the Hudron, gauze, insulating tape, as well as cerezine according to GOST 2488.

For the sizes of monoliths to determine the density and humidity of the soil, see the site "Methods for determining the characteristics of the soil"

Number of soil monoliths for laboratory tests

OSN APK 2.10.01.001-04 "Design of finely brewed foundations
low-rise rural buildings on bunched soils "

Chapter 4. P:

When carrying out engineering and geological surveys on the site of the planned construction, the sampling of the soil for laboratory tests should be carried out every 25 cm in the depth of the workings in the seasonal freezing layer.
The regulatory depth of the freezing D Fh is determined by the indications of SNiP 2.02.01-83 *.
When the groundwater is detected on the surveyed section, the depth of the workings should be increased in accordance with the data tab. 2, characterizing the minimum distance z between the regulatory depth of the freezing D Fh and the depth of the groundwater D W.

table 2

Sample Sampling from Shurfs for Laboratory Testing

Directions on field documentation engineering and geological
and exploration work when exploring road roads

When sampling, the soil samples should take into account the requirements of GOST 12071-60.
Sample sampling from shurts produce layers. In the case of a layer power of more than a 1st meter, it can be characterized by several samples.
Samples with disturbed structure are selected in the interval at a depth of 10 cm.
For example, the sample is taken from the depth of 1,10-1.20 m.
You should be a sample of about 500 grams, in the case of small-seed soils, and if necessary, sampling for a standard seal (for example, for ferrous recesses) - 3-3.5 kg.
Selection of samples of large-grass soils is carried out by a furrow method. Selected samples are sampled to split into fractions. Slices of more than 100 mm should be selected manually. Of the small fractions of the soils that have passed through the sieve, 20 mm are taken by the quarter, the average sample weighing 3 kg for testing in the laboratory.
Sampling of soils with an undisturbed structure (monoliths) is produced in two ways:

With the help of cutting rings. This method is used in cases where it is not necessary to determine the compression properties of the soil, and only the soil porosity coefficient is required. Cutting rings are made of metal and have walls with a thickness of no more than 2 mm.
From one end, the ring is pointed due to the external diameter, the cover with a small hole for the air outlet is put on the other.
The inner diameter of the cutting rings should be at least 10 mm. The height of the ring should be no more diameter.
Rings of smaller diameter are used in the capture of monoliths of clay and thin soils, larger - sandy and sandy soils.
Before taking monolith, the shurt wall is aligned and cleaned; The ring at a predetermined depth is led by a close sharp end to the shurph wall and are pressed into the ground until the lid plunges into the soil.
After that, the ring with the soil is carefully removed using the soil knife, the cover is removed, cut off the excess ground flush with the edges of the ring, and weigh the ring with the soil, previously wrapped it from the outside of the attachment, on technical or pharmaceutical scales with an accuracy of 0.1 grams. Language from the weight of the rings with the ground the weight of the ring, determine the weight of the soil; Dividing the weight of the soil on the volume of the ring, the volumetric weight of the soil is obtained.
Weighing produce three times.
Along with the same depth, the soil sample is taken to determine the natural humidity and the sample of the soil of the broken structure weighing 0.5 kg to determine the specific weight of the soil, particle size distribution, plasticity.

In cases where it is necessary to determine the compression properties of the soil, the angle of internal friction, the clutch, the temporary resistance of crushing, etc. In the sample with an undisturbed structure, the monolith is taken in the form of a cube or a parallelepiped with sizes for rocking soils not less - 100 × 100 × 100 mm For large-graffit-gravel stacked Merzlot, Drespacy and Gravel 200 × 200 × 200 mm of crushed stone and pebble - 300 × 300 × 300 mm, sand-sacred Merzlot and clay 200 × 200 × 200 mm.
With arising difficulties, it is allowed to select the samples of an arbitrary shape with the preservation of the specified sizes of the parties as minimal.
The shurt wall is aligned, and at a given depth of the soil knife are scheduled a slightly more than the required size. As the shurph is deepened into the wall, the sample gradually give the correct shape and the necessary size.
In order to avoid drying, the monolith taken here at the shurph, paraffin and carefully packaged according to the rules set out in GUT 12071-66.

Description of Shurfs

Description and sketch of the shurta are produced as it is trapped.
Schurf is fixed after the description of the rocks is made, their sketch is made and soil samples are selected for laboratory tests. The magnitude of the described interval of depths should not exceed 2 m.
Before describing the walls, the shurtes should be cleaned of the nanileous rock and are removed with the knife so that the contacts of the layers and the structure of the soil are distinguished. The average layer power and the depth of it is determined as the arithmetic average of the measurements produced in the 3 and 4 characteristic points of the inflection. The determination of the density of connected soils is made according to Table No. 4. When describing the Shurfs, in addition to the description of rocks, the moves of earthlings, worms, fracturing are noted.
The sketch of the shur is produced, as a rule, on one wall. Four walls sketch if the breeds are tilted obliquely or lenzo-like, and it is measured to the soles of the reservoir in the corners of the shurf, and if necessary, the in the middle of the wall. When sketching in four walls, the shurt walls must be oriented by countries of light. Sketch make in accepted legend symbols (See Fig. 3) On the scale of 1:20, 1:50, 1: 100.

"Methodic S. ia is indicated by brief recommenders will observeaI on the selection of tsov soils with detailsthe technicians of the articles of x-road roads, the soup of the suts and appoint them to analyze them for.

« METHOD ICH SC and e instructions »significant ICO in the geologist of the School of Schools with Yazdorpro KTU and Okayu, Kim, who has previously discharged, "Methodical" Methods will decide on and Ni-r ecology of the Sky of Tomobyl Roads "with" Decisions of National Field Document and Engineering-Geo L ogic works »(SDP1971 year).

« ICE ICH SKE ESPI "Has the goal of Yuspo with BS TVOVAT LI to the more complete lighting of engineering Horse-head in the ground oV and some reductionselection of laboratory work chalk tza account more racium declaration and sorts laboratory.

About T. boring sorts building fragrance materials dirty di la selection it is in order to strengthen metod soch the instructions and N E RA are subject to Sia.

When performing E. such work is Nadile, the leaders of the article "Those of the PSI, about Ektirov, and the development of the TKT Itrass x quarries for jellyz. nudezhny and carsroad construction Tel "VNT 182 -7 4 ed. 1975

Methodical S. kie is indicated by the RA worked out by the head of the SC, the ORPROE department of the Schirnov.

Based BN iK tehn and about t'dela Somporpro Kta

(Rothstein)

Sampling tsov Grudy Tov for labnce of the arms of the call with an engineer, but-geologist of ICS, is the most important and more important and the most important studies of the studies performed. The tseo on the Torch of the Sitov is to be better in the laboratory of AI such Hara KTER East IR from Stava IF isico-mechanicalthe soils that would have been duly dynamic for the work of the rights of the right projects resolved.

M. about T. of a paramountthe meaning of this work, the mechanical ski mechanical, be s distinctfrom sample sampling goalstypes of analyzes Selo rises to Orthol to this aboutbrazz, why these are needed, and not kiye -nibud b other and expecting and ana zy, etc. Practice ka concerned that in spitesilence of making tsy are often sent to the laboratory Byez Field B. sampling and viewing, allin a row, B. Small quantity. Views of A.nali is prescribed with i, in some cases, insufficiently producedn. but. As a result, it is often found, hthat is despite the fact that about analyzesbut much oh, geologists do not legue to give projectsi need to the characteristics of soilsart and insignant Tiro Wang Iia.

These The data of the Table of Table IC, which is done by the calculations are made at the proceeds. what is laidostitude for PA Strength, and whether the opposite can work outit's from the god sned tapyen. Same plotswhere In Genol and Geol Ich EU CEE CONTRIBUTION I am good with yat in r poea with a beam eB turns out to be studiedschoon in detail.

In D E. yST of the "declaration" on the Olocked Document Qi and engineering and geological works (SDP, 1971) and othersugih and ns trot kti ynah terry alah d the technique of sampling samples of shurps and wells is fully stated. However, recommendations on the number of selected samples to types of analyzes and tests that should be performed in the laboratory,e. us B. different sources And not always clear enough.

On S. those "ME kie instructions »e. it goes to more clearly formulate the tasks thatthat Vyat S. i am in front of a geologist withb. ore samples of soils during research fordesigning of a particular construct and the requirements for their number, it is necessary to solve these tasks.

Earth belt

Design of the earth canvas inin accordance with the NIP -P.D.5-72, the same time of two types:

a) use solvedn. и by typical projects - with blow-minded engineer of but-r ethology, in Oys from the mound and depthit is not 12 meters in the yoke;

b) individual - infrom eXs of other cases.

The most wide examplenya design with IPwe use the decisions according to the Type of Type Project, since the trade of exercises of the vessels their injectionsit was bought by its durable soil M with minimal about segregate of earthworks. With the following design i do not needti in performing ei ores, the ODR of the eating pairs of Earthly canvas ethers and about the rejoices with Pez Al events to ensure itstanding. By E. the purpose of sampling samples istC I'm on the smallest character s, which would be up toone hundred exactly:

a) for from carry either I am a russian nTU to one or noise in compassion with the tests with testimiaries;

b) for judgment about eart the nnu and on pumllous humidness and tightness of the primratho in the ubracy and moisturizing devices applied to the urban.

For re sh pervision for giving sucks to know the GR Anomometrics in GRU NTA and Chi Scho Plastic Bowls, for rneane and tight.

In addition to i ne the japical NTUs definitely definition of filtration, not bypassing the length of their DRsh she is able to play.

In the sow b TAT I conduct a field of field delight on the primer survey trasince the genetic ki should be revealed homogeneous consumernTOs, from becoming the joy of which you are notwalk z and the limits of classificationso far attels setn. for one or another type of soil.

Isra S. caria Auto Mo Bill x roads are performed in differents. loves of relief and geologythe place for flat local sTI characterized by a large monotony in SOStAV E. and the properties of soils on meaningtel ; Therefore, when usedn. iI typical projects No need in the directionn. aI on analyzes is greatwow by samples.

After parsing andn. eNIA I seek and decomposed The move of the sample picketsselected by layer but from in with ecrossments on one or another homogeneousbut M. Plot stretcheM 8 -10 km, in La Baratoru samples from one characterthe ternary shore Fa (well) on the 6-8 seal of the SOKOV in cases where it is necessary to label the ends of the Sovie Runs and GRU NTAs, the owl of the owls of the s and as well as the mound to WHO samples for analiZA directed Even with onenyu conditions no less oftens od n. oh out of production for 1 km. With laughnot soil or it with toyani samples O.it is necessary and directed at a naliza so much how the amount of across the priests is going through these changes.

P remotection E with the average pool yervs soil typesztsi are taken from all the expaning current, on just depth of exhaustand, pos Loyino, but not p m after 2.0 meters. Bythe layer of howl is the disassembly and and compared, the nuclei of Nasi are awarded all the samples, selected for the ODA of the ETERE ETE, and from 3 to 6 -t s each allocatedone node loy for other ODReating (see Table. №).

When working in Mountain Meetnie, where Ra is a property of the country, the urine and rocks breeds, but a view andits ys your soils are determinedsmiling, mostly write the chipma ter La, you need to star benefico. INlaboratory thoria recapture only samplessmalloz Ma, fraction 20 mm, from onenoah-two Har actor expaning the current for each in the studies of the stock with homogeneous russian NTA. About the sample ~ 3 kg. Samples S. easy rocks, as a rule, laboratorylisov is not subjected to, the restrictions on their visual opi. Certakingly, X ORD is riveted by a petrosephter 2-3 samples from In the number of new things.

AND standings Other N. osti and Morozostoykospinal rocks where in those cases where breedsit is supposed to use the SIA as a construction mat Erial.

Collection N. s. S. future wastein in semen.

When studying n. aI recesses in the rock easily weathereds. i breeds the sampling order and types of their testsi serve with i'm in eachthe case of specially worked out programs e.

Table No. 1

And S. paid is not typical projects (b l fixed U.sounds, weak russian NTUs from the day T)

Object research	The procedure for selecting samples from workings and for analysis	Type of analyzes and testing	Notes

Earthwoodn. about. GR NTUs for from rawls Nasi Pi not use smiling	From all vyatab. satok on the layer n oh, starting from the surface. In R.e. such such a rulberry and comparatus of the STIs on the redeems on the analysis of one of the production on 6 -8 tests of Ann	G. rA NSOST. Pialy. Coefficient tration of traction (for Sproll NTTU)	Volumez. tse not mnee 0.5 kg
Thatj. e, but rundy and joint venture Ols are born for rawls on Sy Pi (ackla	Then J.e, But the STICS for analyzing for example, it is not necessary for anything from one aback by 1 km	Granulometricfrom ki SOS Tav, the plan is black. Natural moisture but st b. Volume weight. With Tan Dart, but a seal, except for Etog about for the dog, I define the CE and COFF IC NT fi	OKzTSS for determining gras nsostv a and with dartar seal OT.biraju t boro health. About the Mao Mavern for Standard Seal 3 -3.5 K
SOS r Ediously accurate e reserves (includingiSL EXTING, soilkot. oh x spit it is for illegaland z empole from on)	Samples are selected from all the seal thatto , layers, not rej. e Chem. Through 2.,0 meter. In the analysis,to roma E.from testin e.n. noah V.j. butfrom t.n. butp r.in l.yayet aboutt. 3 h. up to 6 samples from each insD ele. n.n. ohd. north layer	That same	Then J.e.

IndividuallyE. Earth Designfrom w.sh e.from twews for embankments and removeto , youfrom oTA and deptht. ore.x P. reeasy butth1. 2,0 m. , as well as in about B.from e.xs. racherh. , whenfrom toyability Earthn. wow cannutand z - Z.an. eb.l. fixedand n.n. erno-g.e. olo.guice eUto their conditionsj. tickin aEtopp eNiE (from laboy O.from considerations,m. occupsto and aboutp olzni et al.).

In Sun.e. h.from lu.c. ayahindividual uAl. bn. aboutgO PR oEkthi rOin butn. ia Re.sh bute. t.from iz. adagha Webp eshenand I W.from toychand vost.and

a) OS.n. aboutin annia Earth Familyt. on the;

b) Otkofrom sfrom sick;

c) slopesm. oK;

d) Estfrom twuenN. ohfrom cLOn. s.

For Oce.n. ki strokesc. ivos.t. and OSn. except indicatorsfrom ostav I.from aboutfrom toyanian. eatingm. about theme. t:

- Danns e about resistancee. soils shift;

- Commonfrom sIOn. and Kon.from oL.iD butq. is henye Haract yry.from t.and ki.

INz. adach Engineering I.z. izkan. iYin hod. iTp olche. rafrom even valuesye. quiet characterfrom teak. This requires selectionfrom ravn. andt. yelno Big Chi.from la Detroyin , quantityfrom who should be beforefrom capital for statfrom thickerfrom thic processingto and and beingn. e I.n. hershoe artand For each selected homogeneousabout layer.

For O.c. yenki U.from toystivity Otkofrom oVin yezhok and Su.sh e.from t.in w.jushi x.from oaky need yesnNU e O.from front contrastt. aboutsun traffic, for proe. tot. you arefrom okih ususp to her - Dunnae. aboutfrom oprotand weddingfrom moving with an optimal raftn. aboutfrom t.and.

On them. fucking J.el aT.e. ln. about spending in two stagesbut :

Perj. d.eVS his demandtC iin high in the thickerfrom loi (engineering geologicale. lemnTU), with ostin and stateg. rUn. those which arez. warely refusefrom i am from theme. e fractional R.aC classn. and characterize the GRUn. you B.and x Footl. ah on the skewed sn. aC.e. putterbut poly.

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1	2	3	4		5
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