Abstract

In order to solve the serious problem of single serious outburst coal seam gas disaster, based on the gas geological conditions of Jiangxi Fengcheng Qujiang company, theoretical analysis, numerical simulation, field test and other comprehensive research methods were used to analyze the partition fracture law of roadway surrounding rock under different mining depth conditions. The results show that: under the conditions of high ground stress, high temperature and other environmental conditions, the radius of pressure relief loose circle of surrounding rock of roadway is significantly increased, and it is significantly larger than that of shallow part. In the deep area of - 800m elevation, the distance between floor roadway and coal seam is optimized to be 12 ~ 15m. The field test results show that the original permeability coefficient of overlying coal seam of floor roadway increases by 55.74 times, and the pressure relief effect is good.

Highlights

  • DQG GHHS PLQLQJ GXH WR WKH ODUJH GLIIHUHQFH RI LQVLWX:KHQ WKH EXULDO GHSWK K FKDQJHV WKH GLVWULEXWLRQ RI VWUHVV FKDQJH RI VXUURXQGLQJ URFN RI IORRU URDGZD\ LV VKRZQ LQ )LJXUH DQG )LJXUH 7KH YDULDWLRQ FXUYH RI VXUURXQGLQJ URFN VWUHVV RI IORRU URDGZD\ ZLWK EXULHG GHSWK K LV VKRZQ LQ )LJXUH.

  • W FDQ EH VHHQ IURP )LJXUH WR )LJXUH WKDW ZLWK WKH LQFUHDVH RI URDGZD\ EXULHG GHSWK WKH SHDN YDOXHV RI YHUWLFDO VWUHVV DQG VKHDU VWUHVV RI VXUURXQGLQJ URFN RI URDGZD\ LQFUHDVH DSSUR[LPDWHO\ DFFRUGLQJ WR WKH OLQHDU ODZ WKH UDQJH RI FRQFHQWUDWLRQ DUHD LQFUHDVHV FRQWLQXRXVO\ WKH SRVLWLRQ RI SHDN SRLQW JUDGXDOO\ PRYHV WR WKH GHSWK RI VXUURXQGLQJ URFN RI URDGZD\ DQG WKH SRVLWLRQ RI SHDN SRLQW LV ZLWKLQ aP DZD\ IURP URDGZD\ VLGH :KHQ WKH EXULHG GHSWK RI URDGZD\ LQFUHDVHV IURP.

  • )LJXUH 'LVWULEXWLRQ ODZ RI YHUWLFDO VWUHVV LQ VXUURXQGLQJ URFN RI IORRU URDGZD\ ZLWK GLIIHUHQW EXULHG GHSWK.

Read more

Summary

DQG GHHS PLQLQJ GXH WR WKH ODUJH GLIIHUHQFH RI LQVLWX

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aP DZD\ IURP URDGZD\ VLGH :KHQ WKH EXULHG GHSWK RI URDGZD\ LQFUHDVHV IURP. )LJXUH 'LVWULEXWLRQ ODZ RI YHUWLFDO VWUHVV LQ VXUURXQGLQJ URFN RI IORRU URDGZD\ ZLWK GLIIHUHQW EXULHG GHSWK. )LJXUH 'LVWULEXWLRQ ODZ RI VKHDU VWUHVV RI VXUURXQGLQJ URFN LQ GLIIHUHQW EXULHG GHSWK IORRU URDGZD\. IORRU DQG OHIW DQG ULJKW VLGHV 7KH RUGHU RI VXUURXQGLQJ URFN GLVSODFHPHQW LV URRI IORRU OHIW VLGH DQG ULJKW VLGH :LWK WKH LQFUHDVH RI EXULHG GHSWK WKH SODVWLF ]RQHV RI URRI DQG IORRU OHIW DQG ULJKW VLGHV RI IORRU URDGZD\ DUH JUDGXDOO\ LQFUHDVLQJ DQG WKH LQFUHDVH VL]H LV EDVLFDOO\ VLPLODU 7KH GLVSODFHPHQW RI URRI IORRU DQG OHIW DQG ULJKW VLGHV RI IORRU URDGZD\ LQFUHDVHV JUDGXDOO\ DQG WKH LQFUHDVH RI URRI DQG IORRU LV JUHDWHU WKDQ WKDW RI OHIW DQG ULJKW VLGHV 7KHUHIRUH ZLWK WKH LQFUHDVH RI EXULHG GHSWK WKH SUHVVXUH UHOLHI GHJUHH RI IORRU URDGZD\ LQFUHDVHV JUDGXDOO\

5LJKW VLGH
7KURXJK WKH LQYHVWLJDWLRQ RQ WKH HIIHFW RI SUHVVXUH UHOLHI
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call