首页 | 本学科首页   官方微博 | 高级检索  
     检索      

地震土压力一般解及其工程应用
引用本文:王贻荪,赵明华.地震土压力一般解及其工程应用[J].湖南大学学报(自然科学版),1990,17(4):76-82.
作者姓名:王贻荪  赵明华
作者单位:湖南大学土木系 (王贻荪),湖南大学土木系(赵明华)
摘    要:本文首先简述了地震作用下档土墙土压力的研究现状.根据众所周知的Mononobe-Okabe解得到的计算简便、精度高的工程计算式可以代替现有规范式.提出了求解地震土压力的滑楔一烈度法.利用这种一般解法可以求得各种复杂条件的主动及被动地震土压力,

关 键 词:地震  土压力  挡土墙  土力学

General Solution of Earthquake-Induced Soil Pressure and Its Engineering Application
Wang Yisun Zhao Minghua.General Solution of Earthquake-Induced Soil Pressure and Its Engineering Application[J].Journal of Hunan University(Naturnal Science),1990,17(4):76-82.
Authors:Wang Yisun Zhao Minghua
Institution:Wang Yisun Zhao Minghua Department of Civil Engineering
Abstract:The present state-of-art in the field of earthquake-induced lateral soil pressures on retaining wall is described in this paper in a brief manner. Two simplified formulae, which accord with well known Mononobe-Okabe solution and are convenient for engineering calculation with higher accuracy, are suggested. A general method of sliding wedge-earthquake intensity is presented by the authors to find the solution of active and passive earthquake soil pressures. The solutions of dynamic soil pressures are obtained for various conditions.
Keywords:Soil mechanics  earthquake engineering  soil lateral pressure  retaining wall/dynamic earth pressure
本文献已被 CNKI 维普 等数据库收录!
点击此处可从《湖南大学学报(自然科学版)》浏览原始摘要信息
点击此处可从《湖南大学学报(自然科学版)》下载免费的PDF全文
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