沧州河间构造地裂缝应力场二维平面模型研究  

The two-dimensional plane model study of tectonic ground fissure stress field in Hejian County of Cangzhou city, Hebei Province

作　　者：宋伟[1] 马学军[1] 吕凤兰[1] 王兵虎[1] 邵长庆[1] SONG Wei;MA Xue-Jun;Lü Feng-Lan;WANG Bing-Hu;SHAO Chang-Qing(Center for Hydrogeology and Environmental Geology, China Geological Survey, Hebei Baoding 071051, China)

机构地区：[1]中国地质调查局水文地质环境地质调查中心,河北保定071051

出　　处：《上海国土资源》2017年第3期83-89,共7页Shanghai Land & Resources

基　　金：中国地质调查局地质调查项目"京津冀地面沉降地裂缝调查及地质环境监测"(DD20160236)

摘　　要：通过求解平面应力的问题的有限单元方法反演了沧州河间区域构造应力场,并确定了最大住应力场和最大剪应力集中区,从而探索分析构造地裂缝的潜在危险区;建立了地裂缝二维平面模型,分析河间地区区域构造应力场以及区域应力集中区和地裂缝的对应关系。By solving the plane should force the finite element inversion method the Cangzhou Hejian regional tectonic stress field,and determine the maximum live should force field and the maximum shear stress concentration zone,so as to explore the analysis of potential danger area of tectonic ground fissures;establish the two-dimensional plane model of ground fissure and calculation analysis in the area of Hejian regional tectonic stress field and regional stress concentration zone and fissure in the relationship.

关 键 词：地裂缝 构造应力场 有限元分析 二维平面模型 

分 类 号：P642.27[天文地球—工程地质学]