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Results 1 to 25 of 744

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Design of embankments on soft clayFERKH, Z; FELL, R.International conference on soil mechanics and foundation engineering. 1994, pp 733-738Conference Paper

Creep tests on reconstructed soft clay, performed by means of a biaxial deviceBIZZARRI, A; ALLERSMA, H. G. B.International symposium on problematic soils IS-Tohoku '98. 1998, pp 645-648, isbn 90-5410-997-1Conference Paper

MECHANISTIC INTERPRETATION OF COMPRESSION CHARACTERISTICS OF A SOFT MARINE CLAY. DISCUSSION.ZA CHIEH MOH; BRAND EW; TEVES AS et al.1973; GEOTECH. ENGNG; THA; 1973, VOL. 4, NUM. 0001, P. 55 A 57Serial Issue

EFFECT OF AN ISOTROPIC PRECONSOLIDATION ON THE STRENGTH CHARACTERISTICS OF A NORMALLY CONSOLIDATED CLAY.BRAND EW; PAMCHAROEN U.1973; A. I. T. RES. REP.; THA; 1973, NUM. 0039, P. 1 A 100Serial Issue

THE INCREASE IN BEARING CAPACITY RESULTING FROM CONSOLIDATION.TAYLOR PW; OOI TA.1973; GEOTECHNIQUE; G.B.; 1973, VOL. 23, NUM. 0001, P. 141 A 144Serial Issue

FIELD COMPRESSIBILITY OF SOFT SENSITIVE NORMALLY CONSOLIDATED CLAYS.YUDHBIR.1973; GEOTECH. ENGNG; THA; 1973, VOL. 4, NUM. 0001, P. 31 A 40Serial Issue

CLAY MICROSTRUCTURE.PUSCH R.1970; SWED. GEOTECH. INST., PROC.; SWE; 1970, NUM. 0024, P. 1 A 76Serial Issue

BEHAVIOUR OF SOFT CLAY UNDER REPEATED LOADINGS AND ITS APPLICATIONS TO FIELD PROBLEMS.YAMANOUCHI T; YASUHARA K.sdIN: ANAL. SOIL BEHAV. APPL. GEOTECH. STRUCT. TECH. SESSION SYMP. PROC.; KENSINGTON, N.S.W.; 1975; KENSINGTON UNISEARCH; , P. 337 A 351Miscellaneous

PREDICTED AND MEASURED BEHAVIOUR OF AN EMBANKMENT ON BOSTON BLUE CLAY.DAVIS EH; POULOS HG.1975; AUSTRAL. GEOMECH. J.; AUSTRAL.; 1975, VOL. 5, NUM. 0001, P. 1 A 9Serial Issue

An environmentally friendly PVD for soil improvement worksLEE, S. L; KARUNARATNE, G. P; AZIZ, M. A et al.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 431-434, isbn 90-5809-055-8Conference Paper

Stability analyses of embankment on soft clays against earthquakesOHTSUKA, S; YAMADA, E.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 715-718, isbn 90-5410-891-6Conference Paper

Consequence of new API RP2A guideline for piles in soft clayLACASSE, S; BOISARD, P.International conference on soil mechanics and foundation engineering. 1994, pp 527-530Conference Paper

Three case studies for short term stability of soft clay deposits. Closure = Etude de trois cas de stabilité à court terme d'argiles molles. RéponseHANZAWA, H.Soils and foundations. 1984, Vol 24, Num 2, pp 141-144, issn 0038-0806Article

Time effects on the stress-strain behaviour of natural soft clays = Les déformations sous contrainte en fonction du temps des argiles molles naturellesGRAHAM, J; CROOKS, J. H. A; BELL, A. L et al.Geotechnique. 1984, Vol 34, Num 3, pp 433-444, issn 0016-8505Article

The behaviour of the instrumentation of an embankment on clay = Le comportement de l'instrumentation d'un remblai sur argileRAMALHO-ORTIGAO, J. A; LACERDA, W. A; WERNECK, M. L. G et al.Field measurements in geomechanics. International symposium. 1984, pp 703-717Conference Paper

Strengthening of foundations in soft clay soils by embedded wallsGINZBURG, L. K; KORCHAGINA, Y. L; SHVETS, V. B et al.International symposium Geotechnical engineering for the preservation of monuments and historic sites. 1997, pp 655-659, isbn 90-5410-871-1Conference Paper

Discussion on: Determination of in-situ undrained strength of soft clay deposits = Discussion sur: Détermination de la résistance non-drainée in situ d'argiles mollesFOOTT, R.Soils and foundations. 1982, Vol 22, Num 4, pp 138-140, issn 0038-0806Article

Full scale test embankment on soft Bangkok clay with Tenax geogrid reinforcmentBERGADO, D. T; MENIL, N. J. L; RIMOLDI, P et al.Symposia on geotextiles, geomembranes and other geosynthetics in ground improvement. 1995, pp 21-24, isbn 90-5410-593-3Conference Paper

Settlement of fills on soft clay with vertical drains = Tassement des remblais sur argile molle avec drains verticauxMCDONALD, P.International conference on soil mechanics and foundation engineering. 11. 1985, pp 2213-2215Conference Paper

Comportement triaxial de l'argile molle de CubzacFELIX, B; MAGNAN, J. P; JOSSEAUME, H et al.International conference on soil mechanics and foundation engineering. 11. 1985, pp 451-454Conference Paper

Seismic response of soft groundYU, Y; LEE, F. H.International conference on physical modelling in geotechnics/ICPMG '02. 2002, pp 519-524, isbn 90-5809-389-1, 6 p.Conference Paper

On the term «soft-sediment deformation» = Le terme «déformation de sédiment mou»MALTMAN, A.Journal of structural geology. 1984, Vol 6, Num 5, pp 589-592, issn 0191-8141Article

Development of new lightweight ground material by re-used coal fly ash and EPS wastes and experimental examination of the applicabilityTANABASHI, Y; GOTOH, K; NAKAMURA, M et al.International Symposium on Engineering Geology and the EnvironmentSymposium internationale de la géologie de l'ingénieur et l'environnement. 1997, pp 2215-2220, isbn 90-5410-877-0Conference Paper

Degradation of static pullout capacity of cyclically loaded piles in soft clayGUPTA, S. S; DATTA, M.Indian geotechnical journal. 1996, Vol 26, Num 4, pp 364-385, issn 0046-8983Article

Utility effect by ark shell ash for improving surplus soft clay construction workNANRI, M; ONITSUKA, K.ICEG: IS-Osaka'96 : International Congress on Environmental Geotechnics. 1996, pp 845-850, isbn 90-5410-848-7, 2VolConference Paper

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