首页 | 官方网站   微博 | 高级检索  
     

软土地基深基坑支护中的土压力
引用本文:吴铭炳.软土地基深基坑支护中的土压力[J].工程勘察,1999(2).
作者姓名:吴铭炳
作者单位:福建省建筑设计研究院
摘    要:本文通过在软土地基深基坑支护中土压力、孔隙水压力的大量测试,经统计分析、反分析及对比分析,提出了主动土与被动土不同的受力机理,利用朗肯公式计算时,应取土的不同强度指标,即主动土压力计算取固结快剪指标,被动土压力计算取快剪指标。

关 键 词:软土  深基坑  土压力

Earth Presssure on Bracing of Deep Foundation Pit of Soft Ground
Wu Mingbing et al..Earth Presssure on Bracing of Deep Foundation Pit of Soft Ground[J].Geotechnical Investigation & Surveying,1999(2).
Authors:Wu Mingbing
Abstract:Through large amount of testings on earth pressure and pore water pressure on bracing of deep foundation pit of soft ground and based on various analyses the different mechanism of pressure on active earth and passive earth are proposed.Different strength indices of earth should be used when calculated with Rankine's formula.Consolidated quick shear index should be used when active earth pressure is calculated and quick shear index should be used when passive earth pressure is calculated.
Keywords:soft soil\ deep foundation pit\ earth pressure  
本文献已被 CNKI 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号