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超深勘察钻孔ASR法地应力测试技术应用

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宝灵山隧道是某铁路先开段的重难点控制性工程,其中宝灵山DZ-06勘察钻孔深2 118.00 m,是该段深度最大的控制性勘察钻孔.在钻孔的2 072.53、2 084.27 m深度选取合适岩心,采用ASR法(非弹性应变恢复法)开展了地应力测试,并与该钻孔采用水压致裂法获取的地应力结果进行对比,同时验证了 ASR法对于估测超深钻孔的三维地应力大小和方向的实用价值.结果表明:在钻孔2 072.53~2 084.27 m深度范围,ASR法2个测点获取的最大主应力、中间主应力、最小主应力平均值分别为59.70、54.03、30.74 MPa,最大主应力近水平,方向近SN向,说明该区域以水平构造应力为主;ASR法的最大主应力测试结果均值与水压致裂法测试结果回归值一致性很好,最小主应力测试结果均值与水压致裂法测试结果回归值的一致性处于合理范围,两种方法的水平主应力方向测试结果基本一致.
Application of In-Situ Stress Measurement Technology of Ultra Deep Survey Borehole ASR Method
Baolingshan tunnel is a key and difficult control engineering in the first section of a certain railway.The depth of survey Borehole DZ-06 is 2 118.00 m,which is the deepest survey borehole in this railway.Appropriate cores were selected at the depths of 2 072.53 m and 2 084.27 m,and in-situ stress test was carried out by anelastic strain recovery method(ASR).The results show that in the depth range of 2 072.53-2 084.27 m,the average values of the maximum principal stress,intermediate principal stress and minimum principal stress obtained from the two measuring points of ASR method are 59.70,54.03 and 30.74 MPa respectively.The maximum principal stress is nearly horizontal and the direction is close to SN direction,indicating that the area is dominated by horizontal tectonic stress.The average value of the maximum principal stress test result of ASR method is in good agreement with the regression value from the hydraulic fracturing method test,the consistency of the minimum principal stress test value and the regression value of the hydraulic fracturing method test result is in a reasonable range,and the horizontal principal stress direction test results from the two methods are basically consistent.

railway tunnelsurvey boreholesin situ stressASR methodhydraulic fracturing measurement

张小林、应黎、赵冬安

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中铁二院工程集团有限责任公司,成都 610031

铁路隧道 勘察钻孔 地应力 ASR法 水压致裂法

国家自然科学基金项目

41972284

2024

吉林大学学报(地球科学版)
吉林大学

吉林大学学报(地球科学版)

CSTPCD北大核心
影响因子:1.062
ISSN:1671-5888
年,卷(期):2024.54(1)
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