By using the nonlinear constitutive relationship of soil,More-Coulomb strength theory and soil dynamicstheory,the relationship formula between shear strength of soft clay and shear wave velocity is derived.
利用软粘土非线性弹性模型、摩尔-库仑强度理论以及土的波动理论,建立剪切波速度与软粘土的抗剪强度的关系式。
Based on Mohr-Coulomb strength criterion,it is thought that the paved geogrid strengthens the shearing strength of rockfill material by side restricting to increase the stability of rock-filled embankment.
基于摩尔库仑强度准则,分析认为布置在填石材料中的土工格栅通过侧向约束提高填石材料的抗剪强度,从而使填石路堤的整体稳定性提高。