地下工程围岩二次应力场的现场测试与监测*

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Abstract Combined with the underground engineering practice in high geo-stress area，the stress restitution testing and lag monitoring are made to determine the induced stress field of surrounding rocks for underground engineering. The correctness of testing results is checked by elastic mechanics theory and individual hole stress rescission testing，and satisfying results are obtained.

Key words： underground engineering induced stress field of surrounding rock testing monitoring

Received: 07 August 2000

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https://rockmech.whrsm.ac.cn/EN/ OR https://rockmech.whrsm.ac.cn/EN/Y2002/V21/I05/651

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CHEN Weizhong1*, LIU Xinyu1, 2, YANG Jianping1, WANG Wei1, 2, ZANG Zhonghai3, DING Hongyuan3, ZHANG Zheyuan3, WANG Xiaogang3, SHI Zhengrong1. Development of a large-scale 3D physical model test system for underground energy storage caverns and its model experimental study[J]. , 2026, 45(6): 1615-1628.