流变岩体中六向压应力传感器的应力恢复规律
Stress Recovery Law of Six-Direction Pressure Sensor Embedded in Rheological Rock
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摘要: 流变应力恢复法是针对煤矿深部流变岩体而提出的1种地应力测量方法,该方法采用在巷道围岩中钻孔埋设压应力传感器的方式来实现对围岩原岩应力和扰动应力的测量,掌握流变岩体中传感器实测应力的恢复规律是流变应力恢复法地应力测量的关键问题之一。基于流变应力恢复法测量原理和研发的六向压应力传感器,采用数值方法模拟了基于六向压应力传感器的流变应力恢复法地应力测量过程,研究了不同岩石类型、围岩等级、流变模型以及地应力下六向压应力传感器实测应力的恢复规律。模拟结果表明:围岩流变性越强,传感器应力恢复至最终稳定值所需时间越短,且传感器应力恢复程度越高。Abstract: Rheological stress recovery(RSR) method was suggested to measure the in-situ stress and disturbance stress of rock mass involving time-dependent behavior. It was carried out by embedding six-direction pressure sensor into the borehole of surrounding rock with grout filling. Mastering the measured stress recovery property of the sensor in the rheological rock mass is one of the key problems for the RSR method. Based on the measurement principle of RSR method, the numerical method is adopted to simulate stress measuring process of RSR method employing the six-direction pressure sensor. The recovery law of measured stress of six-direction pressure sensor under different rock types, surrounding rock grades, rheological models and geostress states are studied respectively. The simulation results show that the stronger of the rock rheology, the shorter of the time required for the sensor stress recovery to the final stable value, and the higher of the stress recovery degree of the sensor.
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[1] 蔡美峰.岩石力学与工程[M].北京:科学出版社,2002:37-70. [2] 何满潮,谢和平,彭苏萍,等.深部开采岩体力学研究[J].岩石力学与工程学报,2005,24(16):2803-2813. [3] 孟庆彬,韩立军,乔卫国,等.深部高应力软岩巷道变形破坏特性研究[J].采矿与安全工程学报,2012,29(4):481-486. [4] 刘泉声,张华,林涛.煤矿深部岩巷围岩稳定与支护对策[J].岩石力学与工程学报,2004,23(21):3732. [5] 张芳,刘泉声,张程远,等.流变应力恢复法地应力测试装置[J].岩土力学,2014,35(5):3273-3279. [6] 朱元广,刘泉声,蒋景东,等.三向压力传感器的嵌入效应及其应力测量特性模拟[J].岩土力学,2015,36(9):2728-2736. [7] 朱元广,刘泉声,蒋景东,等.水泥砂浆体中三向压力传感器的测量特性[J].岩石力学与工程学报,2015, 34(9):1877-1885. [8] 杨战标.深部软弱围岩流变应力恢复法地应力测量技术及应用[J].煤炭工程,2016,48(7):71-74. [9] 张尧,熊良宵.岩石流变力学的研究现状及其发展方向[J].地质力学学报,2008(3):274-285. [10] 孙钧.岩石流变力学及其工程应用研究的若干进展[J].岩石力学与工程学报,2007,26(6):1081-1106. [11] 徐慧宁,庞希斌,徐进,等.粉砂质泥岩的三轴蠕变试验研究[J].工程科学与技术,2012,44(1):69-74. [12] 张向东,傅强.泥岩三轴蠕变实验研究[J].应用力学报,2012,29(2):154-158. [13] 张华宾,王芝银,赵艳杰,等.盐岩全过程蠕变试验及模型参数辨识[J].石油学报,2012,33(5):904-908. [14] 闫子舰,夏才初,李宏哲,等.分级卸荷条件下锦屏大理岩流变规律研究[J].岩石力学与工程学报,2008(10):2153-2159. [15] 张明,毕忠伟,杨强,等.锦屏一级水电站大理岩蠕变试验与流变模型选择[J].岩石力学与工程学报,2010,29(8):1530-1537. [16] 姜永东,鲜学福,熊德国,等.砂岩蠕变特性及蠕变力学模型研究[J].岩土工程学报,2005(12):1478. [17] 刘钦,李术才,李利平,等.软弱破碎围岩隧道炭质页岩蠕变特性试验研究[J].岩土力学,2012,33(S2):21-28. [18] 王宇,李建林,邓华锋,等.软岩三轴卸荷流变力学特性及本构模型研究[J].岩土力学,2012,33(11):3338-3344. [19] 王春萍,陈亮,梁家玮,等.考虑温度影响的花岗岩蠕变全过程本构模型研究[J].岩土力学,2014,35(9):2493-2500. [20] 郑雅丽,张华宾,王芝银,等.含杂质盐岩力学特性对比试验研究[J].煤炭学报,2012,37(1):17-20. [21] 潘晓明,余俊,杨钊,等.一种将线性粘弹微分型本构方程应用到ABAQUS的方法[J].华侨大学学报(自然科学版),2010,31(5):570-575.
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