AAAAAA
Results:
1-9
|
Results: 9
Authors:
TOURAN A
SHEAHAN TC
Citation: A. Touran et Tc. Sheahan, RATIONAL EQUIPMENT SELECTION METHOD BASED ON SOIL-CONDITIONS - CLOSURE, Journal of construction engineering and management, 124(6), 1998, pp. 506-506
Authors:
SHEAHAN TC
WATTERS PJ
Citation: Tc. Sheahan et Pj. Watters, EXPERIMENTAL-VERIFICATION OF CRS CONSOLIDATION THEORY, Journal geotechnical and geoenvironmental engineering, 123(5), 1997, pp. 430-437
Authors:
SHEAHAN TC
DEGROOT DJ
Citation: Tc. Sheahan et Dj. Degroot, LABORATORY DETERMINATION OF COASTAL SEDIMENT MECHANICAL-PROPERTIES, Marine georesources & geotechnology, 15(3), 1997, pp. 231-252
Authors:
TOURAN A
SHEAHAN TC
OZCAN E
Citation: A. Touran et al., RATIONAL EQUIPMENT SELECTION METHOD BASED ON SOIL-CONDITIONS, Journal of construction engineering and management, 123(1), 1997, pp. 85-88
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
Authors:
SHEAHAN TC
WATTERS PJ
Citation: Tc. Sheahan et Pj. Watters, USING AN AUTOMATED ROWE CELL FOR CONSTANT RATE OF STRAIN CONSOLIDATION TESTING, ASTM geotechnical testing journal, 19(4), 1996, pp. 354-363
Authors:
SHEAHAN TC
Citation: Tc. Sheahan, INTERPRETATION OF UNDRAINED CREEP TESTS IN TERMS OF EFFECTIVE STRESSES (VOL 32, PG 373, 1995), Canadian geotechnical journal, 32(3), 1995, pp. 557-557
Authors:
SHEAHAN TC
Citation: Tc. Sheahan, INTERPRETATION OF UNDRAINED CREEP TESTS IN TERMS OF EFFECTIVE STRESSES, Canadian geotechnical journal, 32(2), 1995, pp. 373-379
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
Risultati:
1-9
|