长江九江段软土层工程地质特征及稳定性分析  

Engineering geological characteristics and stability analysis of soft soil layer in the Jiujiang section of the Yangtze River

作　　者：杨永革[1] 陈静[1] 黄锦[1] 

机构地区：[1]江西省地质调查研究院,江西南昌330030

出　　处：《山西建筑》2016年第32期69-70,共2页Shanxi Architecture

基　　金：鄱阳湖生态经济区环境地质综合调查(项目编号:1212011014009)

摘　　要：通过分析长江九江段软土层的分布规律、岩性结构和力学特性,探讨了软土的物理力学性质、压密特性与震陷之间的发育规律,研究成果可为长江九江段河道整治、工程规划和建设地基施工提供参考依据。The paper analyzes distribution law,geotechnical structure and mechanical properties of soft soil layer of Jiujiang section of Yangtze River,and explores physical and mechanical properties of soft soil,developing law of pressure-density character and seismic subsidence. The research achievements can provide some guidance for Yangtze River Jiujiang section governess,engineering planning and construction foundation building.

关 键 词：软土层 含水量 承载力 孔隙比 

分 类 号：P642[天文地球—工程地质学]