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DZ/T 0276.9-2015Regulation for testing the physical and mechanical properties of rock. Part 9: Test for determining the slake durability of rock (English PDF)

岩石物理力学性质试验规程 第9部分:岩石耐崩解试验 清晰版

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Issued by

Ministry of Land and Resources

Level / Type

National · Recommended

Issue date

February 4, 2015

Implementation date

April 1, 2015

Scope

DZ/T 0276.9-2015 is the English-translated version of 岩石物理力学性质试验规程 第9部分:岩石耐崩解试验 清晰版.

DZ/T 0276.9-2015 — This part of DZ/T 0276 specifies the test method for determining the rock disintegration index. This part is applicable to the test of frost resistance coefficient of clay rock and weathered rock in rock physical and mechanical properties test.

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Document preview — DZ/T 0276.9-2015

National Standard of the People's Republic of China

ICS
19.020
Classification
D 00
Replacing
DY-94

Issued by: Ministry of Land and Resources

Contents

  • Foreword
  • 1 Scope
  • 2 Terms and definitions
  • 3 Principle
  • 4 Instruments

Foreword

DZ/T 0276 "Testing Procedures for Physical and Mechanical Properties of Rocks" is divided into 31 parts.

--- Part 1. General and general provisions;

--- Part 2. Rock moisture test;

--- Part 3. Rock particle density test;

--- Part 4. Rock density test;

---Part 5. Rock water absorption test;

---Part 6. Rock hardness test;

--- Part 7. Rock gloss test;

--- Part 8. Rock antifreeze test;

---Part 9. Rock resistance to disintegration test;

--- Part 10. Rock expansion test;

--- Part 11. Rock erosion test;

--- Part 12. Rock acid and alkali resistance test;

--- Part 13. Rock specific heat test;

--- Part 14. Rock thermal conductivity test;

---Part 15. Rock breakdown voltage and breakdown strength test;

---Part 16. Rock volume resistivity and surface resistivity test;

--- Part 17. Rock radioactivity specific activity test;

---Part 18. Rock uniaxial compressive strength test;

---Part 19. Rock uniaxial compression deformation test;

--- Part 20. Rock triaxial compression strength test;

--- Part 21. Rock tensile strength test;

--- Part 22. Rock flexural strength test;

--- Part 23. Rock point load strength test;

--- Part 24. Rock acoustic wave velocity test;

---Part 25. Rock shear strength test;

--- Part 26. Rock mass deformation test (bearing plate method);

--- Part 27. Rock mass deformation test (drilling deformation method);

---Part 28. Rock mass strength test (direct shear test);

--- Part 29. Rock mass strength test (bearing plate method);

--- Part 30. Rock mass bolt load test;

--- Part 31. Rock sound wave velocity test.

This part is the ninth part of DZ/T 0276.

This part is drafted in accordance with the rules given in GB/T 1.1-2009.

This part replaces DY-94 "Testing procedures for physical and mechanical properties of rocks. 13. Test for resistance to disintegration". This part is compared with DY-94, the main the technical changes are as follows.

--- Added two chapters "terms and definitions" and "principles";

--- Increased control requirements for water temperature;

--- Increased requirements for describing residual samples, water color and sediment in water;

--- Increased the relationship between the resistance to disintegration index and the number of cycles;

--- Modified the sample drying time;

--- Modified the accuracy requirements for the calculation results;

--- Revised the rock resistance test report.

This part is proposed by the Ministry of Land and Resources of the People's Republic of China.

This part is under the jurisdiction of the National Land Resources Standardization Technical Committee (SAC/TC93).

This section drafted by. Hubei Institute of Geological Experiments.

1 Scope

This part of DZ/T 0276 specifies the test method for determining the rock disintegration index.

This part is applicable to the test of frost resistance coefficient of clay rock and weathered rock in rock physical and mechanical properties test.

2 Terms and definitions

The following terms and definitions apply to this document.

Disintegration index salkedurabilityindex After the two samples of the rock sample have been dried and wetted, the ratio of the mass of the sample remaining to the original mass is expressed as a percentage.

3 Principle

After two standard cycles of drying and wetting, the rock sample changes due to its ability to resist softening and disintegration.

The fracture resistance index of the rock was calculated by measuring the mass of the rock before and after the cycle.

4 Instruments

4.1 Disintegration tester (shown in Figure 1).

a) Transmission. It consists of a worm gear, a bearing, a turbine, a large shaft, and a motor. The device should rotate the cylinder at 20 r/min.

The rotation speed does not change within 10 minutes.

b) Cylindrical sieve cylinder. diameter 140mm, length 100mm, mesh diameter 2mm.

c) Sink. 150mm × 150mm × 120mm, equipped with a horizontal shaft to support the freely rotatable screen cylinder.

Description.

1---sink;

2---worm wheel;

3---bearing;

4---turbine;

5---large axis;

6---motor;

7---Sieve tube.

Figure 1 Schematic diagram of the fracture resistance tester

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This preview omits tables, figures, formulas and parts of the technical clauses. The complete document — 5 pages — is available in the English PDF.

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