重庆库区松散土体物理力学参数分析  

Physical and Mechanical Parameters Analysis of Loose Soil in Chongqing Reservoir Region

作　　者：王学军[1] 唐兵 

机构地区：[1]重庆交通学院河海建筑工程系,重庆400074 [2]重庆市公路勘察设计研究院,重庆400067

出　　处：《水运工程》2002年第8期14-18,共5页Port & Waterway Engineering

摘　　要：随着三峡工程的进行以及公路的大力修建 ,库区散体滑坡的数量越来越多。本文基于实地考察和室内敏感性试验 ,对库区的典型松散土体进行详细分析 ,对松散土体滑坡的认识起到很好的作用。With implementation of the Three-Gorges project and vigorous construction of highway, loose soil landslides of the Reservoir Region happened more and more often. Based on site investigation and indoor sensitivity test, a detailed analysis was carried out to the typical loose soil of the Reservoir Region, which was beneficial for getting knowledges about loose soil landslides.

关 键 词：重庆库区 松散土体 物理力学 参数 试验 

分 类 号：TU43[建筑科学—岩土工程]