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基于地电场响应的地裂缝模拟试验
引用本文:梅芹芹,邓舒,张卫强,唐鑫. 基于地电场响应的地裂缝模拟试验[J]. 地震工程学报, 2016, 38(4): 652-657
作者姓名:梅芹芹  邓舒  张卫强  唐鑫
作者单位:国土资源部地裂缝地质灾害重点实验室江苏省地质调查研究院, 江苏 南京 210049,徐州市国土资源局土地储备中心, 江苏 徐州 221006,国土资源部地裂缝地质灾害重点实验室江苏省地质调查研究院, 江苏 南京 210049;中国矿业大学资源与地球科学学院, 江苏 徐州 221116,国土资源部地裂缝地质灾害重点实验室江苏省地质调查研究院, 江苏 南京 210049
基金项目:国土资源部行业科研专项“苏南平原区地裂缝成因机制及预警研究”(201411096)之子课题;国土资源部地裂缝地质灾害重点实验室开放基金
摘    要:在应用网络并行电法技术的基础上,建立有基底潜山的物理模型,对注水条件下模型土体开裂过程中的地电场响应进行测量。试验结果表明,土体中电位、电流和电阻率的变化与土体含水量密切相关,随着土体中含水量的改变,自然电位、一次场电位、激励电流和视电阻率发生急剧变化;网络分布式并行电法反演信息表明在视电阻率曲率值较大位置容易产生不均匀沉降和裂缝,不均匀沉降的程度越大,地裂缝的长度、宽度、深度也越大。

关 键 词:地裂缝  网络并行电法  地电场响应  模拟试验
收稿时间:2015-08-04

Simulation Test of Ground Fissures Based on Geoelectric Field Response
MEI Qin-qin,DENG Shu,ZHANG Wei-qiang and TANG Xin. Simulation Test of Ground Fissures Based on Geoelectric Field Response[J]. China Earthguake Engineering Journal, 2016, 38(4): 652-657
Authors:MEI Qin-qin  DENG Shu  ZHANG Wei-qiang  TANG Xin
Affiliation:Key Laboratory of Earth Fissures Geological Disaster, Ministry of Land and Resources, Geological Survey of Jiangsu Province, Nanjing 210049, Jiangsu, China,Land Reserve Center, Xuzhou Bureau of Land and Resources, Xuzhou 221006, Jiangsu, China,Key Laboratory of Earth Fissures Geological Disaster, Ministry of Land and Resources, Geological Survey of Jiangsu Province, Nanjing 210049, Jiangsu, China;School of Resources and Earth Science, China University of Mining and Technology, Xuzhou, 221116, Jiangsu, China and Key Laboratory of Earth Fissures Geological Disaster, Ministry of Land and Resources, Geological Survey of Jiangsu Province, Nanjing 210049, Jiangsu, China
Abstract:With development of the national economy,groundwater resources have been over-exploited in many areas of the country,which has led to serious problems in land settlement.Uneven settlement has induced many ground fissures,resulting in serious environmental problems and considerable economic loss.It is therefore extremely important to conduct studies on the three-dimensional geological structure of uneven settlement and ground fissures.In this paper,a network parallel electrical prospecting system is used with a physical model of a basement buried within a hill,to determine and measure the response of the geoelectric field during the process of soil cracking under the condition of water injection.Results show that changes in electric potential,current,and resistivity in the soil are closely related to water content,together with changes in the soil water content,electric potential,excitation potential,excitation current,and apparent resistivity change sharply.When water flows through the soil,the spontaneous potential,primary field potential,and exciting current rise quickly,but apparent resistivity sharply decreases.In addition,when apparent resistivity is large,soil deformation is also large,and there is danger of the development of ground fissures.Monitoring of electrical parameters can thus be used to warn of impending disasters.The inversion information obtained from the network parallel electrical prospecting system in this experiment shows that it is easy to induce uneven settlement and cracks at points of large curvature.The greater the degree of uneven settlement,the greater the length,width,and depth of the crack.The use of a network parallel electrical prospecting system for determining ground fissures is a novel idea that produces good results,and can be used as a reference in future research or to provide a new method and perspective for predicting geological disasters.
Keywords:ground fissures  network parallel electrical method  response of geoelectric field  simulation test
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