摘要
通过常规三轴固结排水剪切试验的方法获取上海地区地基土的应力—应变关系,进而取得这些地基土的变形模量(割线模量E50与卸荷/重新加载模量Eur),最后根据本次试验成果,总结了上海地区深部地基土变形模量的一些规律。
The paper has gotten the stress-strain curve of foundation soil in Shanghai by ordinary drained tri-axial compression test,and gotten their deformation modulus（secant modulus E50 and unloading/reloading modulus Eur）,finally,the paper summarizes some law of deformation modulus of foundation soil in Shanghai by this test result.
出处
《山西建筑》
2009年第25期135-137,共3页
Shanxi Architecture
