Modeling parameters of structured clays as a multivariate normal distribution
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[1] Renato Lancellotta,et al. NEW DEVELOPMENTS IN FIELD AND LABORATORY TESTING OF SOILS. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985 , 1985 .
[2] Serge Leroueil,et al. Propriétés caractéristiques des argiles de l'est du Canada , 1983 .
[3] J.-M. Konrad,et al. Undrained shear strength from piezocone tests , 1987 .
[4] Charles C. Ladd,et al. Performance of Embankments with Sand Drains on Sensitive Clay , 1973 .
[5] Kok-Kwang Phoon,et al. Linking Site Investigation Efforts to Final Design Savings with Simplified Reliability-Based Design Methods , 2014 .
[6] D. M. Wood,et al. THE CORRELATION OF INDEX PROPERTIES WITH SOME BASIC ENGINEERING PROPERTIES OF SOILS , 1978 .
[7] Roberto Quental Coutinho,et al. Characterization and engineering properties of Recife soft clays – Brazil , 2006 .
[8] H M Horn,et al. SETTLEMENT OF BUILDINGS ON THE MIT CAMPUS , 1964 .
[9] Charles C. Ladd,et al. New design procedure for stability of soft clays , 1974 .
[10] D. Wood. Soil Behaviour and Critical State Soil Mechanics , 1991 .
[11] ChingJianye,et al. Multivariate distribution for undrained shear strengths under various test procedures , 2013 .
[12] B. Broms,et al. Closure of "Lateral Earth Pressure at Rest in Soft Clay" , 1976 .
[13] Gholamreza Mesri,et al. Shear strength mobilized in undrained failure of soft clay and silt deposits , 2007 .
[14] James K. Mitchell,et al. Fundamentals of soil behavior , 1976 .
[15] M. Ohtsubo,et al. Depositional and post-depositional geochemistry, and its correlation with the geotechnical properties of marine clays in Ariake Bay, Japan , 1995 .
[16] M. Ohtsubo,et al. Depositional geochemistry and geotechnical properties of marine clays in the Ariake Bay area, Japan , 2007 .
[17] Guy T. Houlsby,et al. Theory and practice of the fall cone test , 2001 .
[18] W. Eden,et al. The Use of a Field Vane Apparatus in Sensitive Clay , 1957 .
[19] Fred H. Kulhawy,et al. Manual on estimating soil properties for foundation design , 1990 .
[20] Ove Eide,et al. TEST FILLS TO FAILURE ON THE SOFT BANGKOK CLAY , 1973 .
[21] L. Bjerrum,et al. Geotechnical Properties of Norwegian Marine Clays , 1954 .
[22] Tien H. Wu,et al. Geotechnical Properties of Glacial Lake Clays , 1958 .
[23] L. Bjerrum,et al. Embankments on Soft Ground , 1973 .
[24] C. Wroth,et al. Shear Stress-Strain Properties of Soft Clay , 1981 .
[25] ChingJianye,et al. Modeling piezocone cone penetration (CPTU) parameters of clays as a multivariate normal distribution , 2014 .
[26] Jacques Locat,et al. VISCOSITY, YIELD STRESS, REMOLDED STRENGTH, AND LIQUIDITY INDEX RELATIONSHIPS FOR SENSITIVE CLAYS , 1988 .
[27] M. Bozozuk,et al. FOUNDATION FAILURE OF A SILO ON VARVED CLAY. , 1962 .
[28] D. M. Wood. Index properties and critical state soil mechanics , 1986 .
[29] D. F. T. Nash,et al. Discussion: Initial investigation of the soft clay test site at Bothkennar , 1993 .