关于桩基设计承载力取值问题的述评  

Commentary of the design problem of ground and foundation work's bearing capacity

作　　者：孙顺松[1] 赵文娟[2] 

机构地区：[1]银川大学建筑工程学院,宁夏银川750001 [2]宁夏大学土木与水利工程学院,宁夏银川750021

出　　处：《贵州工业大学学报（自然科学版）》2006年第6期74-77,共4页Journal of Guizhou University of Technology(Natural Science Edition)

基　　金：银川大学重点建设课程项目〔银大校发(2006)50号〕

摘　　要：单桩竖向极限承载力的确定是桩基础设计中的重要组成部分之一。本文论述国内该值确定技术的进展概况,以及对比各主要规范对该值的相关规定。The ultimate bearing capacity of single pile is the one of the important parts in design about ground and foundation, This paper introduces the research on the solution to single pile settlement based on the theory of pile-soil mutual action,and gives the views and suggestions on further research.

关 键 词：桩基础 静载荷试验 单桩极限承载力 

分 类 号：TU431[建筑科学—岩土工程]