摘要
地基基础设计是高层建筑设计中最重要环节,有效的基础沉降变形计算是确保基础设计合理、安全的重要手段,采用等效作用分层总和法计算桩筏基础最终沉降量,分析比较建筑沉降理论计算值和实测值,研究桩筏基础变形特性。
High-rise building foundation design is the most important part of the whole design. Effective base settlement deformation calculation is the important means to ensure that the base design is reasonable and safe. Use Equivalent role delamination summation-method to calculate the final settlement of the piled raft foundation. Analysis and compare the theoretical values and measured values of the settlement. Study the deformation characteristics of the piled ratt foundation.
出处
《工程建设与设计》
2013年第9期60-62,共3页
Construction & Design for Engineering
关键词
桩筏基础
沉降
变形特性
piled raft foundation
settlement
deformation Characteristic
