共 50 条
- [1] Experimental study on influence of stress path on the constitutive relations for reshaped clay Chongqing Jianzhu Daxue Xuebao/Journal of Chongqing Jianzhu University, 2006, 28 (06): : 58 - 61
- [2] Shear and interface strength of clay at very low effective stress GEOTECHNICAL TESTING JOURNAL, 2003, 26 (01): : 71 - 78
- [4] Influence of stress path on consolidated undrained shear strength of loess Yantu Lixue/Rock and Soil Mechanics, 2007, 28 (02): : 364 - 366
- [5] Specimen Diameter Influence on Effective Shear Strength Parameters in Triaxial Tests ELECTRONIC JOURNAL OF GEOTECHNICAL ENGINEERING, 2016, 21 (11):
- [7] INFLUENCE OF CLAY CONTENTS ON DRAINED SHEAR STRENGTH PARAMETERS OF RESIDUAL SOIL FOR SLOPE STABILITY EVALUATION INTERNATIONAL JOURNAL OF GEOMATE, 2019, 17 (59): : 166 - 172