GB/T 37807-2019 in English
VALIDTechnical specification for underground goaf survey of open-pit coal mine
- Issued on:2019-08-30
- Implemented on:2020-03-01
- File Format:PDF
- Delivery:Via email within 1~3 business days
$214.00
《GB/T 37807-2019露天煤矿井采采空区勘查技术规范》由603(中国煤炭工业协会)归口,主管部门为中国煤炭工业协会。
Introduction
GB/T 37807-2019 Standard Overview
This standard specifies the terms and definitions, general requirements, exploration work content and methods, investigation and mapping, geophysical exploration, drilling and sampling, and compilation of exploration results for the exploration of goaf areas in open-pit coal mines. It is applicable to the exploration of goaf areas in underground mining that affect open-pit coal mining.
Comparison of Standard Frameworks
| Chapter Number | Chapter Content | Keywords |
|---|---|---|
| 1 | Scope | Open-pit Coal Mine, Goaf Exploration |
| 2 | Normative Reference Documents | GB/T50021, GB/T50123 |
| 3 | Terms and Definitions | Three Zones of Overburden Failure, Ultimate Safe Thickness |
Explanation of professional terms and practical application cases
Three zones of overburden damage refers to the vertical damage of the overburden after the mining of the ore layer, which can be divided into collapse zone, fracture zone and bending zone. For example, in a certain open-pit coal mine project, the goaf was scanned by geophysical exploration (geophysical exploration) technology and the three-dimensional shape of the goaf was measured, providing key data for subsequent safety assessment.
Implementation suggestions
- In the preliminary exploration stage, it is recommended to use a variety of geophysical exploration methods (such as electrical exploration and seismic exploration) combined with drilling verification to ensure the accuracy and comprehensiveness of the data.
- For goafs under complex geological conditions, it is recommended to use three-dimensional laser scanning and sonar detection technology for refined detection.
- The detailed investigation phase should focus on analyzing the stability and maximum safe thickness of the overlying rock mass, and conduct an assessment using methods such as the Persian arch theory, and formulate corresponding disaster prevention and control measures based on the assessment results.

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