一种非线性强度准则及转换应力法 1)
万征*†2)(
),宋琛琛**,孟达*†
),宋琛琛**,孟达*†
A NONLINEAR STRENGTH CRITERION AND TRANSFORMATION STRESS METHOD 1)
Wan Zheng*†2)(),Song Chenchen**,Meng Da*†
),Song Chenchen**,Meng Da*†
图9. 利用t准则对砂土3随不同中主应力系数的内摩擦角数据的预测对比
Fig. 9. Prediction comparison of internal friction Angle data of sandy soil 3 with different principal stress coefficients by t criterion
