Profiling OCR in Stiff Clays by CPT and SPT
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[1] Tokiharu Ohta,et al. SHEAR MODULUS AND SHEAR STRENGTH OF COHESIVE SOILS , 1974 .
[2] P W Mayne,et al. DETERMINING PRECONSOLIDATION STRESS AND PENETRATION PORE PRESSURES FROM DMT CONTACT PRESSURES. TECHNICAL NOTE , 1987 .
[3] C. P. Wroth,et al. The interpretation of in situ soil tests , 1984 .
[4] G. H. Watson,et al. Performance of preloaded and stage-loaded structures on soft soils in Trinidad , 1984 .
[5] Samuel A. Leifer,et al. SITE INVESTIGATION WITH STATIC CONE PENETROMETER , 1976 .
[6] P. Robertson,et al. SPT-CPT CORRELATIONS , 1983 .
[7] R G Lukas,et al. Pressuremeter and Laboratory Test Correlations for Clays , 1976 .
[8] Michael W. O'Neill,et al. Geotechnical Characterization of Desiccated Clay , 1983 .
[9] K. T. Law,et al. Preconsolidation pressure from piezocone tests in marine clays , 1987 .
[10] Donald W. Taylor,et al. Fundamentals of soil mechanics , 1948 .
[11] M Bozozuk,et al. DOWNDRAG ON A THREE-PILE GROUP OF PIPE PILES. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985 , 1985 .