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用地电阻率探测和监测滑坡体实验

Experiments on exploring and monitoring landslip-mass using geoelectric resistivity observations

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【作者】 安金珍周平根马麦宁陈峰董颖钟沛林

【Author】 An Jinzhen1), Zhou Pinggen2) Ma Maining3)Chen Feng1) Dong Ying2) Zhong Peilin4) 1) School of Earth and Space Sciences, Peking University, Beijing 100871, China 2) China Institute of Geological Environment Monitoring, Beijing 100081, China 3) College of Earth Science, Graduate University of Chinese Academy of Sciences, Beijing 100049, China4) General Station of Geological Environment Monitoring of Sichuan Province, Chengdu 610000, China

【机构】 北京大学地球与空间科学学院中国地质环境监测院中国科学院研究生院地球科学学院北京大学地球与空间科学学院四川省地质环境监测总站

【摘要】 实验采用高密度电阻率方法探测滑坡体的电性结构,用电阻率变化各向异性方法监测滑坡体的主破裂扩展方向和速率.实验结果为:①电性结构探测实验,验证了部分原勘测的滑坡体的蠕变体边界和地下水层的深度和厚度,以及上层介质的性质.证明滑动带富含地下水层;②用电阻率变化各向异性监测实验确定的测点主破裂扩展方向,与滑坡体GPS位移推断的破裂带方向吻合,且电阻率变化各向异性系数的变化速率与钻孔倾斜仪测量的滑坡体深部位移变化的速率相应.

【Abstract】 In the experiments, a high-density resistivity method is used to explore the electric structure of landslip mass, and a resistivity-changing anisotropy method is used to monitor the orientation and speed of main fracture extending of landslip mass. The results are as follows. ① The exploring experiments have verified a part of creep deformation borderline, the depth and thickness of groundwater horizon, and the property of superstrata in the landslip mass investigated formerly, which have proved that the landslip belts contain rich groundwater; ② The main fracture extending orientation inferred from the resistivity-changing anisotropy accords with the strike of fracture belt of landslip mass deduced from GPS displacement. Moreover, the changing rates of resistivity-changing anisotropy coefficient matches with the changing speeds of deep displacement of landslip mass were measured by suing clinometer in the borehole.

【基金】 国家自然科学基金创新群体项目(40521002);国家自然科学基金项目(40774047)资助
  • 【文献出处】 地震学报 ,Acta Seismologica Sinica , 编辑部邮箱 ,2008年03期
  • 【分类号】P642.22;P631.322
  • 【被引频次】18
  • 【下载频次】183
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