摘要
对武汉地区某深基坑工程的20个粉质粘土原状饱和试样在K0状态下进行不排水卸荷试验,对其应力-应变关系进行分析研究。研究的目的在于了解该种土在卸荷条件下试验应力-应变的变化规律,探索弹性模量方程的形式。研究结果表明:卸荷条件下该土的试验应力-应变曲线仍可用双曲线形式模拟,且与常规三轴压缩试验应力-应变曲线相似,它们之间可用一个常量来表达,而其弹性模量表达式却有各自不同的形式。
A series of experimental researches on the deformation character were made of twenty undisturbed saturated samples of silly clay from a deep foundation pit in Wuhan at K0 consolidation and no drained shear test. The aim of the tests is to find the test curve of stress-strain and equation of elastic modulus in unloading of silty clay. The research results have shown that the curve of stress-strain in unloading is a hyperbola and is similar to the curve of triaxial compression test, but there is difference of a constant between them, and the equation of elastic modulus is different each other.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2003年第1期17-20,共4页
Rock and Soil Mechanics
基金
湖北省教委重点科研课题资助项目(99A009)
