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Test methods of compaction and bleeding properties of slurry for isolated overburden grouting
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NB/T 10738-2021
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Basic data | Standard ID | NB/T 10738-2021 (NB/T10738-2021) | | Description (Translated English) | Test methods of compaction and bleeding properties of slurry for isolated overburden grouting | | Sector / Industry | Energy Industry Standard (Recommended) | | Classification of Chinese Standard | D09 | | Word Count Estimation | 15,121 | | Issuing agency(ies) | National Energy Administration |
NB/T 10738-2021: Test methods of compaction and bleeding properties of slurry for isolated overburden grouting ---This is a DRAFT version for illustration, not a final translation. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.) will be manually/carefully translated upon your order.
Test methods of compaction and bleeding properties of slurry for isolated overburden grouting
ICS 73.020
CCSD09
People's Republic of China Energy Industry Standard
Slurry compaction and bleeding characteristics of overlying rock isolation grouting
testing method
2022-02-16 Implementation
Released by the National Energy Administration
directory
Preface I
1 Scope 1
2 Normative references 1
3 Terms and Definitions 1
4 Test Condition 2
4.1 Materials 2
4.2 Overlying rock isolation grouting filling slurry particles 2
4.3 Water-cement ratio of overlying rock isolation grouting filling slurry 2
4.4 Loading pressure 2
4.5 Loading rate 2
4.6 Electro-hydraulic servo universal testing machine 2
4.7 Slurry Compressor 2
4.8 Test Environment 3
5 Test Process 4
5.1 Preparation before the test 4
5.2 Sample preparation 4
5.3 Slurry Compression Test 4
5.4 Test Record 4
5.5 Supplement 4
6 Test result processing 5
6.1 Calculation of characteristic index 5
6.2 Test report5
Appendix A (Informative) Example 7 of Calculation Method of Loading Pressure
Appendix B (normative) requirements for the amount of fly ash and water required for the test8
Appendix C (normative) Pre-Test Record Form 9
Appendix D (normative) Test Record Form 10
foreword
This document is in accordance with the provisions of GB/T 1.1-2020 "Guidelines for Standardization Work Part 1.Structure and Drafting Rules of Standardization Documents"
drafted.
Please note that some content of this document may be patented. The issuing agency of this document assumes no responsibility for identifying patents.
This document is proposed by China Coal Industry Association.
This document is under the technical management of the Science and Technology Development Department of China Coal Industry Association.
This document is drafted by. Huaibei Mining Co., Ltd., China University of Mining and Technology.
The main drafters of this document. Zhu Shikui, Xuan Dayang, Ni Jianming, Xu Jialin, Chen Gui, Ni Chao, Wang Binglong, Dong Xianglin, Zhang Liang, Wang Jianwen,
Wei Xiangping, Zhang Yanhai, Ma Jun, Yang Jun.
Slurry compaction and bleeding characteristics of overlying rock isolation grouting
testing method
1 Scope
This document specifies the conditions, procedures and results of the test of the overlying rock isolation grouting and filling slurry compaction and bleeding characteristics.
This document is applicable to the testing of slurry compaction and bleeding characteristics of overlying rock isolation grouting.
2 Normative references
The contents of the following documents constitute essential provisions of this document through normative references in the text. Among them, dated citations
documents, only the version corresponding to that date applies to this document; for undated references, the latest edition (including all amendments) applies to
this document.
GB/T 1596 Fly ash used in cement and concrete
GB/T 12573 Cement sampling method
GB/T 16826 Electro-hydraulic servo universal testing machine
GB/T 29251 Vacuum drying oven
JC/T 729 Cement slurry mixer
JGJ63 Standard for Concrete Water
3 Terms and Definitions
The following terms and definitions apply to this document.
3.1
During the mining process of the working face, high-pressure grouting fills the mining fissures of the overlying rock through ground drilling, and fills the grouting layer from the middle of the working face to the grouting filling layer.
Form a compaction support area of a certain width, and use the compaction area and the isolation coal pillar to jointly control the stability of the key layer structure of the overlying rock, thereby controlling the surface
A coal mining technology that subsides and realizes the protection of ground buildings (structures), roads and water bodies.
3.2
Overburden isolation grouting fills the slurry injected into the overburden mining fissures during mining (3.1).
Note. The main components are fly ash and water, or gangue powder, loess and other materials and water.
3.3
Thresholdstress
Overlying rock isolation grouting filling slurry (3.2) is a certain loading pressure value set during the constant rate compressive loading process, and maintains the pressure constant
Continue to pressurize until the amount of serous bleeding no longer changes.
3.4
After the overlying rock isolation grouting filling slurry (3.2) made of unit mass of dry fly ash is pressurized and filled with exudate water, the volume of the compacted body formed is the same as that of the system.
Ratio of dry fly ash mass used for slurry.
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