首页 | 本学科首页   官方微博 | 高级检索  
     

考虑流-固耦合效应的基坑水土压力计算
引用本文:张飞,李镜培.考虑流-固耦合效应的基坑水土压力计算[J].工程勘察,2011(2):1-6.
作者姓名:张飞  李镜培
作者单位:同济大学地下建筑与工程系;同济大学岩土及地下工程教育部重点试验室;
基金项目:上海市科委科技攻关计划重点项目资助(09231200900)
摘    要:深基坑开挖基坑内外产生水位差,地下水绕过围护墙底部向基坑内渗流影响围护墙上的水土压力分布.本文总结了基坑围护墙上水土压力的计算方法,针对基坑周围土体成层分布的特点.分析了传统的水土压力分算、合算以及考虑渗流影响的水土压力分算方法.利用岩土工程有限元方法,通过渗流-应变耦合来计算渗流条件下的水土压力,结合工程算例,比较了...

关 键 词:基坑开挖  绕墙渗流  多层土体  水土压力分布  流-固耦合

Calculation of water pressure and earth pressure in foundation pit by considering fluid-solid coupling
Zhang Fei,Li Jingpei.Calculation of water pressure and earth pressure in foundation pit by considering fluid-solid coupling[J].Geotechnical Investigation & Surveying,2011(2):1-6.
Authors:Zhang Fei  Li Jingpei
Affiliation:Zhang Fei1,2,Li Jingpei1,2(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China,2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,China)
Abstract:The excavating in deep foundation pit induces the groundwater level difference inside and outside the foundation pit and the groundwater leakage around the bottom of the retaining wall,which affect the water and earth pressure distribution on retaining wall.Calculation methods for water and earth pressure on retaining wall have been summarized.Aiming at the excavation with layered soil,the traditional methods for the separate calculating and integral calculating of water and earth pressures are analyzed,and...
Keywords:deep foundation excavation  leakage around the retaining wall  layered soil  water and earth pressure distribution  fluid-solid coupling  
本文献已被 CNKI 维普 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