摘要
以重庆市某大桥工程为例,对该工程场地进行了物理力学实验,获得了岩土的物理力学性质参数建议值,并在此基础上,评价了主桥Ⅰ号和Ⅱ号塔墩的工程地质条件,为该桥梁的施工提供了依据。
Taking some bridge project in Chongqing as the example,the paper undertakes the physics-mechanics experiment for the project site,achieves the suggested physics-mechanics parameter value of the rock and soil,and evaluates the engineering geological conditions for the No. Ⅰand No. Ⅱ Tower piers of the main bridge,so as to provide some reference for the bridge construction.
出处
《山西建筑》
2016年第10期191-192,共2页
Shanxi Architecture
关键词
桥梁
岩土
物理力学性质
塔墩
bridge
rock and soil
physical and mechanical properties
tower pier
