论文部分内容阅读
1.该条对变形模量的定义是 :根根 p- s曲线的初始直线段 ,按均质各向同性半无限弹性介质的弹性理论计算。问题是中高压缩性地基的初始直线段很短 ,所以变形模量应用的工程实例很少 ,计算湿陷变形全无效。用于低压缩性地基在《高层建筑箱形与筏形基础设计技术规范》( JGJ6- 99)
1. This article defines the deformation modulus as follows: The initial straight section of root p-s curve is calculated according to the elastic theory of homogeneous isotropic semi-infinite elastic medium. The problem is that the initial linear section of the medium and high compressive foundation is very short, so few engineering examples are applied to the deformation modulus and the calculation of collapse deformation is completely ineffective. For low compression of the foundation in “high-rise building box and raft foundation design technical specifications” (JGJ6-99)