纸质出版:2018
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[1]王锦山,彭华.地震断裂带深孔岩芯非弹性应变恢复法三维地应力测试[J].防灾减灾工程学报,2018,38(01):185-192.
王锦山, 彭华. Inelastic Strain Recovery Method to Determine 3D In-situ Stress of the Deep Hole Core in Earthquake Fault[J]. 2018, 38(1): 185-192.
[1]王锦山,彭华.地震断裂带深孔岩芯非弹性应变恢复法三维地应力测试[J].防灾减灾工程学报,2018,38(01):185-192. DOI: 10.13409/j.cnki.jdpme.2018.01.025.
王锦山, 彭华. Inelastic Strain Recovery Method to Determine 3D In-situ Stress of the Deep Hole Core in Earthquake Fault[J]. 2018, 38(1): 185-192. DOI: 10.13409/j.cnki.jdpme.2018.01.025.
"汶川地震断裂带科学钻探"项目(WFSD)是最快回应大地震的科学深钻项目
在钻孔崩落法、水压致裂法等无法使用的情况下
首次使用岩芯非弹性应变恢复法进行深部三维地应力测量。基于黏弹性体非弹性应变恢复理论和岩芯测试理论
模拟深孔岩芯在三维地应力作用下的非弹性变形
在均质各向同性的前提下
计算3个主应力的方向与大小。在WFSD项目现场实验室
使用开发的测试系统
测试深部岩芯非弹性恢复应变的6个独立方向的法向应变
确定测试点的三维地应力方位与大小。为了验证非弹性应变恢复法的有效性
分析了WFSD项目1号孔的测试结果
该结果与震源机制解及其他地应力测量方法得到的结果十分吻合
表明非弹性应变恢复法合理可靠
尤其在复杂地质条件下
其他地应力测试方法无法使用时
非弹性应变恢复法有更好的适用性
该方法为探索大深度钻井条件下使用岩芯法开展地应力测量提供了一种新途径。
Wenchuan Fault Scientific Drilling(WFSD)is the quickest earthquake fault drilling project in the world.When borehole caving and hydraulic fracturing methods can hardly be implemented
the corebased method
i.e.the inelastic strain recovery method
is first used to determine three-dimensional insitu stress in deep drilling wells.Based on the theory of inelastic strain recovery of viscoelastic body and core testing principle
the inelastic deformation of deep hole core under three-dimensional in-situ stress is simulated
and the magnitudes and directions of the three principal stresses are calculated under the assumption of isotropy.In the laboratory of WFSD project site
the developed testing systems are used to test the normal strains with six independent directions of inelastic recovery strain of the deep drill core
and to determine the magnitudes and directions of three-dimensional in-situ stresses at the measure point.In order to validate the inelastic strain recovery method
the test results of the No.1 hole of WFSD project have been analyzed
which are compared with those obtained by focal mechanism solutions and other stress measurement method.The results show that the inelastic strain recovery method is reasonable and reliable
especially under complicated geological conditions when other stress testing methods can not be used.The proposed method can obtain reliable data with good adaptability
which provides a new way for carrying out in-situ stress measurement by using the core method under the deep drilling conditions.
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汶川地震断裂带数字地震台网建设与应用 [J]. 王锦山,王力,彭华,张延新. 西安科技大学学报 . 2011(06)
汶川5.12地震发震机理的数值模拟 [J]. 王连捷,崔军文,周春景,孙东生,王薇,唐哲民,钱华山. 地质力学学报 . 2009(02)
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汶川地震和科学钻探 [J]. 许志琴,李海兵,吴忠良. 地质学报 . 2008(12)
基于岩芯非弹性应变恢复量测定的深孔三维地应力测试方法(英文) [J]. 林为人. 岩石力学与工程学报 . 2008(12)
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龙门山断裂带的性质与活动性研究 [J]. 安其美,丁立丰,王海忠,赵仕广. 大地测量与地球动力学 . 2004(02)
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