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Results: 1-25/31
Authors:
WATSON PG
RANDOLPH MF
Citation: Pg. Watson et Mf. Randolph, SKIRTED FOUNDATIONS IN CALCAREOUS SOIL, Proceedings of the Institution of Civil Engineers. Geotechnical engineering, 131(3), 1998, pp. 171-179
Authors:
HU Y
RANDOLPH MF
Citation: Y. Hu et Mf. Randolph, A PRACTICAL NUMERICAL APPROACH FOR LARGE-DEFORMATION PROBLEMS IN SOIL, International journal for numerical and analytical methods in geomechanics, 22(5), 1998, pp. 327-350
Authors:
LIYANAPATHIRANA DS
DEEKS AJ
RANDOLPH MF
Citation: Ds. Liyanapathirana et al., NUMERICAL-ANALYSIS OF SOIL PLUG BEHAVIOR INSIDE OPEN-ENDED PILES DURING DRIVING, International journal for numerical and analytical methods in geomechanics, 22(4), 1998, pp. 303-322
Authors:
JOER HA
RANDOLPH MF
GUNASENA U
Citation: Ha. Joer et al., EXPERIMENTAL MODELING OF THE SHAFT CAPACITY OF GROUTED DRIVEN PILES, ASTM geotechnical testing journal, 21(3), 1998, pp. 159-168
Authors:
WATSON PG
RANDOLPH MF
Citation: Pg. Watson et Mf. Randolph, FAILURE ENVELOPES FOR CAISSON FOUNDATIONS IN CALCAREOUS SEDIMENTS, Applied ocean research, 20(1-2), 1998, pp. 83-94
Authors:
BRANSBY MF
RANDOLPH MF
Citation: Mf. Bransby et Mf. Randolph, COMBINED LOADING OF SKIRTED FOUNDATIONS, Geotechnique, 48(5), 1998, pp. 637-655
Authors:
HORIKOSHI K
RANDOLPH MF
Citation: K. Horikoshi et Mf. Randolph, A CONTRIBUTION TO OPTIMUM DESIGN OF PILED RAFTS, Geotechnique, 48(3), 1998, pp. 301-317
Authors:
GUO WD
RANDOLPH MF
Citation: Wd. Guo et Mf. Randolph, VERTICALLY LOADED PILES IN NONHOMOGENEOUS MEDIA, International journal for numerical and analytical methods in geomechanics, 21(8), 1997, pp. 507-532
Authors:
HORIKOSHI K
RANDOLPH MF
Citation: K. Horikoshi et Mf. Randolph, ON THE DEFINITION OF RAFT-SOIL STIFFNESS RATIO FOR RECTANGULAR RAFTS, Geotechnique, 47(5), 1997, pp. 1055-1061
Authors:
DENICOLA A
RANDOLPH MF
Citation: A. Denicola et Mf. Randolph, THE PLUGGING BEHAVIOR OF DRIVEN AND JACKED PILES IN SAND, Geotechnique, 47(4), 1997, pp. 841-856
Authors:
HORIKOSHI K
RANDOLPH MF
Citation: K. Horikoshi et Mf. Randolph, CENTRIFUGE MODELING OF PILED RAFT FOUNDATIONS ON CLAY (VOL 46, PG 741, 1996), Geotechnique, 47(2), 1997, pp. 389-389
Authors:
NEUBECKER SR
RANDOLPH MF
Citation: Sr. Neubecker et Mf. Randolph, THE STATIC EQUILIBRIUM OF DRAG ANCHORS IN SAND - REPLY, Canadian geotechnical journal, 34(4), 1997, pp. 636-636
Authors:
NEUBECKER SR
RANDOLPH MF
Citation: Sr. Neubecker et Mf. Randolph, THE PERFORMANCE OF DRAG ANCHOR AND CHAIN SYSTEMS IN COHESIVE SOIL, Marine georesources & geotechnology, 14(2), 1996, pp. 77-96
Authors:
GUO WD
RANDOLPH MF
Citation: Wd. Guo et Mf. Randolph, TORSIONAL PILES IN NONHOMOGENEOUS MEDIA, Computers and geotechnics, 19(4), 1996, pp. 265-287
Authors:
HORIKOSHI K
RANDOLPH MF
Citation: K. Horikoshi et Mf. Randolph, CENTRIFUGE MODELING OF PILED RAFT FOUNDATIONS ON CLAY, Geotechnique, 46(4), 1996, pp. 741-752
Authors:
CLANCY P
RANDOLPH MF
Citation: P. Clancy et Mf. Randolph, SIMPLE DESIGN TOOLS FOR PILED RAFT FOUNDATIONS, Geotechnique, 46(2), 1996, pp. 313-328
Authors:
SPRINGMAN SM
STEWART DP
JEWELL RJ
RANDOLPH MF
Citation: Sm. Springman et al., DESIGN OF PILED BRIDGE ABUTMENTS ON SOFT CLAY FOR LOADING FROM LATERAL SOIL MOVEMENTS - DISCUSSION, Geotechnique, 46(1), 1996, pp. 165-172
Authors:
STEWART DP
JEWELL RJ
RANDOLPH MF
Citation: Dp. Stewart et al., DESIGN OF PILED BRIDGE ABUTMENTS ON SOFT CLAY FOR LOADING FROM LATERAL SOIL MOVEMENTS (VOL 44, PG 277, 1994), Geotechnique, 46(1), 1996, pp. 172-173
Authors:
NEUBECKER SR
RANDOLPH MF
Citation: Sr. Neubecker et Mf. Randolph, THE STATIC EQUILIBRIUM OF DRAG ANCHORS IN SAND, Canadian geotechnical journal, 33(4), 1996, pp. 574-583
Authors:
NEUBECKER SR
RANDOLPH MF
Citation: Sr. Neubecker et Mf. Randolph, THE KINEMATIC BEHAVIOR OF DRAG ANCHORS IN SAND, Canadian geotechnical journal, 33(4), 1996, pp. 584-594
Authors:
DENICOLA A
RANDOLPH MF
Citation: A. Denicola et Mf. Randolph, TENSILE AND COMPRESSIVE SHAFT CAPACITY OF PILES IN SAND - CLOSURE, Journal of geotechnical engineering, 121(4), 1995, pp. 404-405
Authors:
NEUBECKER SR
RANDOLPH MF
Citation: Sr. Neubecker et Mf. Randolph, PROFILE AND FRICTIONAL CAPACITY OF EMBEDDED ANCHOR CHAINS, Journal of geotechnical engineering, 121(11), 1995, pp. 797-803
Authors:
DEEKS AJ
RANDOLPH MF
Citation: Aj. Deeks et Mf. Randolph, A SIMPLE-MODEL FOR INELASTIC FOOTING RESPONSE TO TRANSIENT LOADING, International journal for numerical and analytical methods in geomechanics, 19(5), 1995, pp. 307-329
Authors:
STONE KJL
RANDOLPH MF
TOH S
SALES AA
Citation: Kjl. Stone et al., EVALUATION OF CONSOLIDATION BEHAVIOR OF MINE TAILINGS, Journal of geotechnical engineering, 120(3), 1994, pp. 473-490
Authors:
STEWART DP
RANDOLPH MF
Citation: Dp. Stewart et Mf. Randolph, T-BAR PENETRATION TESTING IN SOFT CLAY, Journal of geotechnical engineering, 120(12), 1994, pp. 2230-2235