发明名称 |
Deep softrock geostress test method and device based on flow stress recovery principle |
摘要 |
<p>Abstract The invention discloses a method and a device for testing a geo-stress of a deep soft rock. The device comprises a connecting rod; two three-direction pressure boxes are adjacently fixed on the connecting rod; the three-direction pressure box is provided with three vertical working surfaces; a direction cosine of any two working surfaces among the two three-direction pressure boxes is not 1; a device for measuring a normal pressure stress is mounted on each working surface of the two three-direction pressure boxes; and the device is connected with a reading instrument outside a drilling hole through a data wire. The geo-stress testing method comprises the following steps of: sending the two three-direction pressure boxes to a test point after drilling; grouting the drilling hole and sealing the drilling hole after the drilling hole is entirely filled; and after grout is solidified, and substituting six pressure data measured by the two three-direction pressure boxes into a geo-stress testing principle formula after the data is stable, so asto obtain the geo-stress at the test position. With the adoption of the method, a stress value inside surrounding rocks can be directly observed, and observation data can be obtained for a long time. Therefore, the method and device provided by the invention are good for research on the geo-stress of soft rocks in a deep coal mine and the stability of a surrounding rock.</p> |
申请公布号 |
AU2013101531(A4) |
申请公布日期 |
2014.01.09 |
申请号 |
AU20130101531 |
申请日期 |
2013.05.16 |
申请人 |
CHINA PINGMEI SHENMA ENERGY CHEMICAL GROUP CO., LTD TECHNOLOGY CENTER;INSTITUTE OF ROCK AND SOIL MECHANICS, CHINESE ACADEMY OF SCIENCES |
发明人 |
LIU, QUANSHENG;WEI, XIUJUN;ZHANG, CHENGYUAN;GUO, JIANWEI;GUO, CHUNSHENG;YANG, ZHANBIAO |
分类号 |
G01L1/10;E21B49/00;G01B7/16;G01L1/22;G01V1/00 |
主分类号 |
G01L1/10 |
代理机构 |
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代理人 |
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主权项 |
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地址 |
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