共 30 条
- [1] INFLUENCE OF MEMBRANE RESTRAINT ON MEASURED STRENGTH OF A SOIL SAMPLE FAILING ALONG A SINGLE SHEAR PLANE IN TRIAXIAL TEST GEOTECHNIQUE, 1976, 26 (01): : 226 - 230
- [2] INFLUENCE OF MEMBRANE RESTRAINT ON MEASURED STRENGTH OF A SOIL SAMPLE FAILING ALONG A SINGLE SHEAR PLANE IN TRIAXIAL TEST GEOTECHNIQUE, 1977, 27 (03): : 447 - 448
- [3] INFLUENCE OF MEMBRANE RESTRAINT ON MEASURED STRENGTH OF A SOIL SAMPLE FAILING ALONG A SINGLE SHEAR PLANE IN TRIAXIAL TEST - AUTHORS REPLY TO DISCUSSION BY MIRATA GEOTECHNIQUE, 1977, 27 (01): : 102 - 102
- [5] Membrane Penetration Effects on Shear Strength and Volume Change of Soil During Triaxial Test ADVANCES IN CIVIL ENGINEERING AND SCIENCE TECHNOLOGY, 2018, 2020
- [9] Probabilistic assessment of soil shear strength parameters using triaxial test results BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING, 2007, 2 (03): : 125 - 131
- [10] Evaluation of the in-plane shear strength of paper measured by tensile-loaded shear test Yoshihara, Hiroshi (yosihara@riko.shimane-u.ac.jp), 1600, SPCI (32): : 126 - 131