共 50 条
- [41] PORE PRESSURE BEHAVIOR OF KO-CONSOLIDATED CLAYS - DISCUSSION JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1990, 116 (09): : 1436 - 1441
- [42] PORE PRESSURE BEHAVIOR OF K0-CONSOLIDATED CLAYS JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1988, 114 (11): : 1340 - 1346
- [45] k0-undrained shear strength ratio of normally consolidated clays from CIUC tests SOFT SOIL ENGINEERING, 2001, : 575 - 580
- [46] CK0UC SHEAR-STRENGTH OF NORMALLY CONSOLIDATED CLAYS FROM CIUC TESTS JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1988, 114 (03): : 284 - 295
- [47] THE BEHAVIOR OF NORMALLY CONSOLIDATED CLAY AS OBSERVED IN UNDRAINED DIRECT SHEAR TESTS GEOTECHNIQUE, 1987, 37 (01): : 37 - 43
- [48] A YIELD FUNCTION AND UNDRAINED BEHAVIOR OF K0 CONSOLIDATED CLAYS INTERNATIONAL JOURNAL OF GEOMATE, 2023, 24 (106): : 1 - 8
- [50] Influence of Strain-Rate on Localization and Strain-Softening in Normally Consolidated Clays with Varying Strength Profiles MODELING, GEOMATERIALS, AND SITE CHARACTERIZATION (GEO-CONGRESS 2020), 2020, (317): : 247 - 255