建筑物基础沉降性状分析与研究  

Study on The Prefornances of Foundations Settlement

作　　者：张灿 钟辉虹[2] 张亦静[3] 

机构地区：[1]株洲化工集团公司建安公司,株洲412000 [2]同济大学地下系,上海200092 [3]株洲工学院土木工程系,株洲412000

出　　处：《基建优化》2002年第4期47-49,共3页Optimization of Capital Construction

摘　　要：根据实验结果分析了地基变形模量随深度的变化以及基础沉降与基础尺寸的相关性。结合对建筑物长期沉降观测结果的整理与计算分析 ,得出了可供场地条件相近的建筑物沉降控制设计之用的参考依据。The change of deformation modulus with depth and the relativity between settlement and the size of foundation was presented by analyzing the test results. Associated with calculation for measured long-time settlement of buildings, reference for controlling settlement was provided.

关 键 词：建筑物 基础沉降 变形模量 基础尺寸相关性 长期沉隆 

分 类 号：TU433[建筑科学—岩土工程]