【摘要】 在分析轻量土的抗剪机理的基础上,通过固结不排水三轴压缩试验,研究了轻量土的应力-应变变化规律以及水泥掺入比对其变形模量的影响,得到了EPS轻量土的破坏准则和抗剪强度特性。更多还原

【Abstract】 This paper analyzed the shear mechanism of the light-weight soil with the consolidated non-drained triaxial compression test,researched the stress and strain changing regularity and the influence of cement mixing ratio on the modulus of deformation of light-weight soil,and obtained the failure criterion and shear strength character of EPS light-weight soil.更多还原