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Results: 1-10 |
Results: 10
EROSIONAL AND MECHANICAL STRENGTHS OF DEPOSITED COHESIVE SEDIMENTS
Authors: ZREIK DA KRISHNAPPAN BG GERMAINE JT MADSEN OS LADD CC
Citation: Da. Zreik et al., EROSIONAL AND MECHANICAL STRENGTHS OF DEPOSITED COHESIVE SEDIMENTS, Journal of hydraulic engineering, 124(11), 1998, pp. 1076-1085
DESIGN AND PERFORMANCE OF A PORTABLE PIEZOCONE DRIVER FOR HIGH-RESOLUTION PROFILING OF WETLAND SEDIMENTS
Authors: ZEEB PJ HEMOND HF GERMAINE JT
Citation: Pj. Zeeb et al., DESIGN AND PERFORMANCE OF A PORTABLE PIEZOCONE DRIVER FOR HIGH-RESOLUTION PROFILING OF WETLAND SEDIMENTS, ASTM geotechnical testing journal, 20(2), 1997, pp. 191-198
UNDRAINED MULTIDIRECTIONAL DIRECT SIMPLE SHEAR BEHAVIOR OF COHESIVE SOIL
Authors: DEGROOT DJ LADD CC GERMAINE JT
Citation: Dj. Degroot et al., UNDRAINED MULTIDIRECTIONAL DIRECT SIMPLE SHEAR BEHAVIOR OF COHESIVE SOIL, Journal of geotechnical engineering, 122(2), 1996, pp. 91-98
RATE-DEPENDENT UNDRAINED SHEAR BEHAVIOR OF SATURATED CLAY
Authors: SHEAHAN TC LADD CC GERMAINE JT
Citation: Tc. Sheahan et al., RATE-DEPENDENT UNDRAINED SHEAR BEHAVIOR OF SATURATED CLAY, Journal of geotechnical engineering, 122(2), 1996, pp. 99-108
EFFECT OF NONUNIFORM STRESSES ON MEASURED DSS STRESS-STRAIN BEHAVIOR - CLOSURE
Authors: DEGROOT DJ GERMAINE JT LADD CC
Citation: Dj. Degroot et al., EFFECT OF NONUNIFORM STRESSES ON MEASURED DSS STRESS-STRAIN BEHAVIOR - CLOSURE, Journal of geotechnical engineering, 121(10), 1995, pp. 743-745
A NEW FALL CONE DEVICE FOR MEASURING THE UNDRAINED STRENGTH OF VERY WEAK COHESIVE SOILS
Authors: ZREIK DA LADD CC GERMAINE JT
Citation: Da. Zreik et al., A NEW FALL CONE DEVICE FOR MEASURING THE UNDRAINED STRENGTH OF VERY WEAK COHESIVE SOILS, ASTM geotechnical testing journal, 18(4), 1995, pp. 472-482
CYCLIC DIRECT SIMPLE SHEER TESTING OF A BEAUFORT SEA CLAY
Authors: MCCARRON WO LAWRENCE JC WERNER RJ GERMAINE JT CAUBLE DF
Citation: Wo. Mccarron et al., CYCLIC DIRECT SIMPLE SHEER TESTING OF A BEAUFORT SEA CLAY, Canadian geotechnical journal, 32(4), 1995, pp. 584-600
SMALL-STRAIN BEHAVIOR OF FROZEN SAND IN TRIAXIAL COMPRESSION
Authors: ANDERSEN GR SWAN CW LADD CC GERMAINE JT
Citation: Gr. Andersen et al., SMALL-STRAIN BEHAVIOR OF FROZEN SAND IN TRIAXIAL COMPRESSION, Canadian geotechnical journal, 32(3), 1995, pp. 428-451
EFFECT OF NONUNIFORM STRESSES ON MEASURED DSS STRESS-STRAIN BEHAVIOR
Authors: DEGROOT DJ GERMAINE JT LADD CC
Citation: Dj. Degroot et al., EFFECT OF NONUNIFORM STRESSES ON MEASURED DSS STRESS-STRAIN BEHAVIOR, Journal of geotechnical engineering, 120(5), 1994, pp. 892-912
TIME-DEPENDENT TRIAXIAL RELAXATION BEHAVIOR OF A RESEDIMENTED CLAY
Authors: SHEAHAN TC LADD CC GERMAINE JT
Citation: Tc. Sheahan et al., TIME-DEPENDENT TRIAXIAL RELAXATION BEHAVIOR OF A RESEDIMENTED CLAY, ASTM geotechnical testing journal, 17(4), 1994, pp. 444-452
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