摘要
在对塔克拉玛干沙漠砂大量现场原位试验、室内大型原位模拟试验的基础上 ,提出了用静力触探方法 (CPT)和标贯法 (SPT)获取沙漠砂变形模量的经验公式 qc E0 和N E0 ,并把经验公式表格化。依据这些经验公式反算现场与室内载荷试验的沉降量 ,结果表明 ,线性经验公式 qc E0 、N E0
On the basis of study on the desert sand through a lot of field in-situ tests and laboratory simulation in-situ tests,CPT and SPT are used to get the empirical formulae about deformation modulus q c?E 0 and N?E 0.?Furthermore, the two formulae are tabulated. According to above empirical formula,field and laboratory settlement is back calculated. The result shows the linear formulae of q c?E 0 and N?E 0 are in accord with the deformation property.
出处
《岩土工程技术》
2002年第3期152-155,共4页
Geotechnical Engineering Technique