首页 | 本学科首页   官方微博 | 高级检索  
     

根据土的抗剪强度指标变异性和安全域检验地基承载力的可靠性
引用本文:阚卫明,孙万禾,闫澍旺. 根据土的抗剪强度指标变异性和安全域检验地基承载力的可靠性[J]. 土木工程学报, 2001, 34(2): 101-104
作者姓名:阚卫明  孙万禾  闫澍旺
作者单位:天津港湾工程研究所
摘    要:在建筑地基基础设计中,地基承载力的确定是一个重要的问题,尤其地基承载力的可靠度分析则更是一个新的课题.本文提出了一种地基承载力可靠度分析模式,并对影响地基承载力可靠度指标的各因素进行了分析;还提出了根据地基土抗剪强度指标的变异性(或统计参数)确定可靠域分析的概念,从而对在工程实践中确定地基承载力的可靠性提供了一种方便适用的方法.

关 键 词:地基承载力 变异性 可靠度 安全域
文章编号:1000-131(2001)02-0101-04
修稿时间:1999-03-26

RELIABILITY ANALYSIS FOR BEARING CAPACITY OF FOUNDATION BASED ON VARIATION OF SHEAR STRENGTH AND SAFETY ZONE
Kan Weiming,Sun Wanhe,Yan Shuwang. RELIABILITY ANALYSIS FOR BEARING CAPACITY OF FOUNDATION BASED ON VARIATION OF SHEAR STRENGTH AND SAFETY ZONE[J]. China Civil Engineering Journal, 2001, 34(2): 101-104
Authors:Kan Weiming  Sun Wanhe  Yan Shuwang
Affiliation:Kan Weiming Sun WanheYan Shuwang (Tianjin Port Engineering Institute)(Tianjin University)
Abstract:It is an important step to determine the bearing capacity of foundation in a design.It is a challenge to do the task of the reliability analysis of bearing capacity.A mode of the reliability analysis for the bearing capacity of foundation is proposed in the paper.The reliable index is used to illustrate the degree of reliability.We discuss the factors effected on the reliable index.A new idea to ascertain the reliability zone is provided.It depends on the variation of a shear strength of soil.At last,a new way to determine the reliability of foundation is provided by the means of the proposed mode.
Keywords:bearing capacity of foundation  variation  reliability  safety zone
本文献已被 CNKI 万方数据 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