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.
出处
《基建优化》
2002年第4期47-49,共3页
Optimization of Capital Construction
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
deformation modulus
relativity between settlement and the size of foundation
long-time settlement
