AAAAAA

   
Results: 1-7 |
Results: 7
PULL-OUT RESISTANCE OF POLYESTER STRAPS AT LOW OVERBURDEN STRESS
Authors: LO SCR
Citation: Scr. Lo, PULL-OUT RESISTANCE OF POLYESTER STRAPS AT LOW OVERBURDEN STRESS, Geosynthetics international, 5(4), 1998, pp. 361-382
THE ASSESSMENT OF CHARACTERISTIC PILE RESISTANCE IN LIMIT STATE DESIGN
Authors: LO SCR LI KS CAMERON T
Citation: Scr. Lo et al., THE ASSESSMENT OF CHARACTERISTIC PILE RESISTANCE IN LIMIT STATE DESIGN, Proceedings of the Institution of Civil Engineers. Geotechnical engineering, 125(4), 1997, pp. 250-252
DISCUSSION AND CLOSURE - DESIGNING TO RESIDUAL STRENGTH OF GEOSYNTHETICS INSTEAD OF STRESS-RUPTURE
Authors: LO SCR GREENWOOD JH
Citation: Scr. Lo et Jh. Greenwood, DISCUSSION AND CLOSURE - DESIGNING TO RESIDUAL STRENGTH OF GEOSYNTHETICS INSTEAD OF STRESS-RUPTURE, Geosynthetics international, 4(6), 1997, pp. 673-677
THE ASSESSMENT OF CHARACTERISTIC PILE RESISTANCE IN LIMIT STATE DESIGN
Authors: LO SCR LI KS CAMERON T
Citation: Scr. Lo et al., THE ASSESSMENT OF CHARACTERISTIC PILE RESISTANCE IN LIMIT STATE DESIGN, Proceedings of the Institution of Civil Engineers. Geotechnical engineering, 119(4), 1996, pp. 193-201
STRAIN-SOFTENING AND SHEAR-BAND FORMATION OF SAND IN MULTIAXIAL TESTING
Authors: CHU J LO SCR LEE IK
Citation: J. Chu et al., STRAIN-SOFTENING AND SHEAR-BAND FORMATION OF SAND IN MULTIAXIAL TESTING, Geotechnique, 46(1), 1996, pp. 63-82
ASYMPTOTIC-BEHAVIOR OF A GRANULAR SOIL IN STRAIN PATH TESTING
Authors: CHU J LO SCR
Citation: J. Chu et Scr. Lo, ASYMPTOTIC-BEHAVIOR OF A GRANULAR SOIL IN STRAIN PATH TESTING, Geotechnique, 44(1), 1994, pp. 65-82
INSTABILITY OF GRANULAR SOILS UNDER STRAIN PATH TESTING
Authors: CHU J LO SCR LEE IK
Citation: J. Chu et al., INSTABILITY OF GRANULAR SOILS UNDER STRAIN PATH TESTING, Journal of geotechnical engineering, 119(5), 1993, pp. 874-892
Risultati: 1-7 |