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Results: 1-25/44
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:
ELNAGGAR MH
Citation: Mh. Elnaggar, INTERPRETATION OF LATERAL STATNAMIC LOAD TEST-RESULTS, ASTM geotechnical testing journal, 21(3), 1998, pp. 169-179
Authors:
FAM M
DUSSEAULT M
Citation: M. Fam et M. Dusseault, EVALUATION OF SURFACE-RELATED PHENOMENA USING SEDIMENTATION TESTS, ASTM geotechnical testing journal, 21(3), 1998, pp. 180-184
Authors:
AG A
SILVA AJ
Citation: A. Ag et Aj. Silva, CONSOLIDATION AND PERMEABILITY BEHAVIOR OF HIGH-POROSITY BALTIC SEABED SEDIMENTS, ASTM geotechnical testing journal, 21(3), 1998, pp. 185-194
Authors:
SANTI PM
HIGGINS JD
Citation: Pm. Santi et Jd. Higgins, METHODS FOR PREDICTING SHALE DURABILITY IN THE FIELD, ASTM geotechnical testing journal, 21(3), 1998, pp. 195-202
Authors:
VIDICH SD
KULHAWY FH
TRAUTMANN CH
Citation: Sd. Vidich et al., LABORATORY MODELING OF INCLINED-LOADED SHAFTS IN SAND, ASTM geotechnical testing journal, 21(3), 1998, pp. 203-212
Authors:
ALMHAIDIB AI
EDIL TB
Citation: Ai. Almhaidib et Tb. Edil, MODEL TESTS FOR UPLIFT RESISTANCE OF PILES IN SAND, ASTM geotechnical testing journal, 21(3), 1998, pp. 213-221
Authors:
MAYNE PW
MARTIN GK
Citation: Pw. Mayne et Gk. Martin, COMMENTARY ON MARCHETTI FLAT DILATOMETER CORRELATIONS IN SOILS, ASTM geotechnical testing journal, 21(3), 1998, pp. 222-239
Authors:
SRIDHARAN A
PRAKASH K
Citation: A. Sridharan et K. Prakash, MECHANISM CONTROLLING THE SHRINKAGE LIMIT OF SOILS, ASTM geotechnical testing journal, 21(3), 1998, pp. 240-250
Authors:
ZENG XW
NI BX
Citation: Xw. Zeng et Bx. Ni, APPLICATION OF BENDER ELEMENTS IN MEASURING G(MAX) OF SAND UNDER K-0 CONDITION, ASTM geotechnical testing journal, 21(3), 1998, pp. 251-263
Authors:
PERSOFF P
MORIDIS GJ
APPS JA
PRUESS K
Citation: P. Persoff et al., EVALUATION TESTS FOR COLLOIDAL SILICA FOR USE IN GROUTING APPLICATIONS, ASTM geotechnical testing journal, 21(3), 1998, pp. 264-269
Authors:
TEWATIA SK
VENKATACHALAM K
SRIDHARAN A
Citation: Sk. Tewatia et al., T-CHART TO EVALUATE CONSOLIDATION TEST-RESULTS, ASTM geotechnical testing journal, 21(3), 1998, pp. 270-274
Authors:
COTTEN TE
DAVIS MM
SHACKELFORD CD
Citation: Te. Cotten et al., EFFECTS OF TEST DURATION AND SPECIMEN LENGTH ON DIFFUSION TESTING OF UNCONFINED SPECIMENS, ASTM geotechnical testing journal, 21(2), 1998, pp. 79-94
Authors:
SEKIGUCHI H
KITA K
SASSA S
SHIMAMURA T
Citation: H. Sekiguchi et al., GENERATION OF PROGRESSIVE FLUID WAVES IN A GEO-CENTRIFUGE, ASTM geotechnical testing journal, 21(2), 1998, pp. 95-101
Authors:
TEWATIA SK
Citation: Sk. Tewatia, EVALUATION OF TRUE C-NU AND INSTANTANEOUS C-NU, AND ISOLATION OF SECONDARY CONSOLIDATION, ASTM geotechnical testing journal, 21(2), 1998, pp. 102-108
Authors:
RAJASEKARAN G
RAO SN
Citation: G. Rajasekaran et Sn. Rao, PARTICLE-SIZE ANALYSIS OF LIME-TREATED MARINE CLAYS, ASTM geotechnical testing journal, 21(2), 1998, pp. 109-119
Authors:
ARULNATHAN R
BOULANGER RW
RIEMER MF
Citation: R. Arulnathan et al., ANALYSIS OF BENDER ELEMENT TESTS, ASTM geotechnical testing journal, 21(2), 1998, pp. 120-131
Authors:
REDDY ES
CHAPMAN DN
OREILLY M
Citation: Es. Reddy et al., DESIGN AND PERFORMANCE OF SOIL-PILE-SLIP TEST APPARATUS FOR TENSION PILES, ASTM geotechnical testing journal, 21(2), 1998, pp. 132-139
Authors:
ROBINSON RG
ALLAM MM
Citation: Rg. Robinson et Mm. Allam, ANALYSIS OF CONSOLIDATION DATA BY A NON-GRAPHICAL MATCHING METHOD, ASTM geotechnical testing journal, 21(2), 1998, pp. 140-143
Authors:
THALLAK SG
NAGARAJ TS
YALIGAR P
Citation: Sg. Thallak et al., A SIMPLIFIED METHOD FOR ASSESSMENT OF VOLUME CHANGE BEHAVIOR OF ROCKFILL MATERIAL, ASTM geotechnical testing journal, 21(2), 1998, pp. 144-152
Authors:
TEWATIA SK
VENKATACHALAM K
Citation: Sk. Tewatia et K. Venkatachalam, IMPROVED ROOT-T METHOD TO EVALUATE CONSOLIDATION TEST-RESULTS - DISCUSSION, ASTM geotechnical testing journal, 21(2), 1998, pp. 153-154
Authors:
TEWATIA SK
VENKATACHALAM K
Citation: Sk. Tewatia et K. Venkatachalam, IMPROVED ROOT-T METHOD TO EVALUATE CONSOLIDATION TEST-RESULTS - CLOSURE, ASTM geotechnical testing journal, 21(2), 1998, pp. 155-156
THE MEASUREMENT OF STIFFNESS ANISOTROPY IN CLAYS WITH BENDER ELEMENT TESTS IN THE TRIAXIAL APPARATUS
Authors:
JOVICIC V
COOP MR
Citation: V. Jovicic et Mr. Coop, THE MEASUREMENT OF STIFFNESS ANISOTROPY IN CLAYS WITH BENDER ELEMENT TESTS IN THE TRIAXIAL APPARATUS, ASTM geotechnical testing journal, 21(1), 1998, pp. 3-10
Authors:
HENRY KS
PATTON S
Citation: Ks. Henry et S. Patton, MEASUREMENT OF THE CONTACT-ANGLE OF WATER ON GEOTEXTILE FIBERS, ASTM geotechnical testing journal, 21(1), 1998, pp. 11-17
Authors:
PENUMADU D
CHAMEAU JL
Citation: D. Penumadu et Jl. Chameau, INTERPRETATION OF MODEL PRESSUREMETER TEST USING AUTOMATED CLAY CALIBRATION CHAMBER DATA, ASTM geotechnical testing journal, 21(1), 1998, pp. 18-30