摘要
通过具体算例得到同一个基础上各点用变形比法与应力比法所得到的沉降计算深度,并进行了比较,说明变应比法所得到的沉降计算深度不尽合理,进一步又分析并说明其产生不合理现象的原因。
Though an actual example, the depth of settlement calculation with the method of strain ratio and stress ratio were gotten,and the calculating results were compared. It illustrated the method of strain ratio is urtreasonable results futher.
出处
《工程建设与设计》
2011年第2期78-80,共3页
Construction & Design for Engineering
关键词
沉降计算深度
应力比法
变形比法
depth of settlement calculation
method of strain ratio
methodofstress ratio