一种非线性强度准则及转换应力法 1)
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A NONLINEAR STRENGTH CRITERION AND TRANSFORMATION STRESS METHOD 1)
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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 |
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