共 50 条
- [31] ENGINEERING GEOLOGY OF NORWEGIAN NORMALLY-CONSOLIDATED MARINE CLAYS AS RELATED TO SETTLEMENTS OF BUILDINGS GEOTECHNIQUE, 1967, 17 (02): : 83 - &
- [34] Probabilistic characterization of cyclic shear modulus reduction for normally to moderately over-consolidated clays Earthquake Engineering and Engineering Vibration, 2016, 15 : 495 - 508
- [36] Pore pressure generation in clays soils normally consolidated under undrained cyclic load process DEFORMATION CHARACTERISTICS OF GEOMATERIALS, 2015, 6 : 939 - 946
- [37] Undrained shear behaviors of high plastic normally K0-consolidated marine clays SOIL STRESS-STAIN BEHAVIOR: MEASUREMENT, MODELING AND ANALYSIS, 2007, 146 : 273 - +
- [38] Effective Stress Friction Angle of Normally Consolidated and Overconsolidated Intact Clays from Piezocone Tests GEOTECHNICAL ENGINEERING, 2020, 51 (02): : 111 - 116
- [40] PORE PRESSURE BEHAVIOR OF KO-CONSOLIDATED CLAYS - CLOSURE JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1990, 116 (09): : 1440 - 1441