水土计算原则及浅埋结构土压力计算理论分析  

Analysis on Calculation Method of Water and Earth Pressure and Application of Soil Pressure Theory in Shallow-Buried Underground Structure

作　　者：李岳 

机构地区：[1]西安长庆地产集团有限公司,陕西西安710021

出　　处：《中国科技信息》2012年第6期60-61,共2页China Science and Technology Information

摘　　要：基于现有规范、理论和工程经验,对地下结构中的水土计算原则和浅深埋界限的确定方法进行了归纳分析,给出了浅埋地下结构竖向土压力计算的3种理论,即土柱理论、比尔鲍曼理论和谢家理论,并对三个理论在规范计算方法中的应用进行了深入讨论,系统给出了浅埋地下结构土层压力计算方法。A highway slope is taken for analysis, the geological documents are analyzed. According to the geological investigation, the geological characteristic of the high slope, and stability of the high slope are analyzed, the analysis results show that, the factor of safety of slope is 1.361, the slope is in stable state with the normal situation. It is recommended to take geological investigation and monitoring during excavation in slope.

关 键 词：浅埋地下结构 浅深埋界限 水土压力 土压力 

分 类 号：TU432[建筑科学—岩土工程]