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kw.\*:("Sensitive clay")

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Results 1 to 25 of 89

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Yielding of sensitive clays : micromechanical considerationsNAGENDRA PRASAD, K; SRINIVASA MURTHY, B. R; VATSALA, A et al.Canadian geotechnical journal. 1998, Vol 35, Num 1, pp 169-174, issn 0008-3674Article

Discussion on: An approximate method for estimating the consolidation behavior of soft sensitive clays. ClosureVATSALA, A; NAGARAJ, T. S; SRINIVASA MURTHY, B. R et al.ASTM geotechnical testing journal. 1995, Vol 18, Num 3, pp 384-388, issn 0149-6115Article

Kalkpelare med gips som tillsatsmedel = Méthode de la colonne de chaux avec quelques additifs à base de gypseHOLM, G; TRANK, R; EKSTROM, A et al.Rapport - Statens geotekniska institut. 1987, Num 30, pp 5-58, issn 0348-0755Article

An approximate method for estimating the consolidation behavior of soft sensitive claysJOSHI, R. C; ACHARI, G; GRIFFITHS, F. J et al.ASTM geotechnical testing journal. 1994, Vol 17, Num 1, pp 50-56, issn 0149-6115Article

Mineralogical and microtextural changes associated with lime stabilization of marine clays from Eastern Canada = Changements minéralogiques et microtexturaux associés à la stabilisation à la chaux d'argiles marines du Canada orientalCHOQUETTTE, M; BERUBE, M.-A; LOCAT, J et al.Applied clay science. 1987, Vol 2, Num 3, pp 215-232, issn 0169-1317Article

Influence of apex angle on cone penetration factors in claySILVESTRI, V; YASSER FAHMY.ASTM geotechnical testing journal. 1995, Vol 18, Num 3, pp 315-323, issn 0149-6115Article

L'ENIGME ONEREUSE DU GENIE CIVIL, LES ARGILES SENSIBLES.BISSON D.1975; SCI. DIMENSION; CAN; MEME DOC. ANGL,1975, VOL. 7, NUM. 0002, P. 10 A 15Serial Issue

COLLOID CHEMICAL INVESTIGATIONS ON QUICK CLAY FORMATION.SODERBLOM R.1974; CHEM. COMMUNIC; GBR; 1974, NUM. 0008, P. 1 A 26Serial Issue

INVESTIGATION OF NEOGENE-TERTIARY DAM FOUNDATION IN JAPAN.IKAMOTO R.1974; IN: INT. ASSOC. ENG. GEOL. PROC. 2ND INT. CONGR.; SAO PAULO; 1974; SAO PAULO ASSOC. BRAS. GEOL. ENG.,1974, VOL. 2, P. 1 A 6Miscellaneous

MASS MOVEMENTS IN QUICKCLAYS AND SENSITIVE SOILS: A THEORY BASED ON THE INACTIVE - PARTICLE SHORT RANGE-BOND MODEL.CABRERA JG; SMALLEY IJ.1974; IN: INT. ASSOC. ENG. GEOL. PROC. 2ND INT. CONGR.; SAO PAULO; 1974; SAO PAULO ASSOC. BRAS. GEOL. ENG.,1974, VOL. 2, P. 1 A 4Miscellaneous

QUICKCLAYS AS PRODUCTS OF GLACIAL ACTION: A NEW APPROACH TO THEIR NATURE, GEOLOGY, DISTRIBUTION AND GEOTECHNICAL PROPERTIES, A SHORT COMMENT.MOON CF.1973; ENGNG GEOL.; NLD; 1973, VOL. 7, NUM. 0004, P. 359 A 361Serial Issue

Improvement of soft clays of construction debris by using quicklime and the mechanism of hardeningNANRI, M; ONITSUKA, K.Tsuchi to kiso. 1995, Vol 43, Num 8, pp 27-30, issn 0041-3798Article

A few remarks on the design guide to pile net method = Quelques remarques sur les guides pour la conception de groupes de pieuxISEDA, T; TANABASHI, Y; OKAYAMA, K et al.International geotechnical symposium on theory and practice of earth reinforcement. 1988, pp 203-208, 6 p.Conference Paper

Bearing capacity of friction piles in marine clay = Capacité portante de pieu flottant dans l'argile marineKONRAD, J.-M; ROY, M.Geotechnique. 1987, Vol 37, Num 2, pp 163-175, issn 0016-8505Article

Gyp/seawater muds provide exceptional value for deepwater drillingKENNEY, N.P.Petroleum engineer international. 1997, Vol 70, Num 11, pp 98-101, issn 0164-8322, 3 p.Article

Low tuned compressor foundations on soft clay = Fondations faiblement en harmonique de compresseur sur de l'argile molleMADSHUS, C; FARROKH NADIM; ENGEN, A et al.Publikasjon - Norges Geotekniske Institutt. 1986, Num 161, pp 1-11, issn 0078-1193Article

A study of undrained shear strength using various vanesSILVESTRI, V; AUBERTIN, M; CHAPUIS, R. P et al.ASTM geotechnical testing journal. 1993, Vol 16, Num 2, pp 228-237, issn 0149-6115Article

Etude des propriétés d'une argile sensible au pressiomètre autoforeur = Study of the properties of a sensitive clay with the selfboring pressuremeterROY, M; TRINH LE CHI THIEN.Revue française de géotechnique. 1987, Num 39, pp 41-53, issn 0181-0529Article

Viscous analysis of submarine flows = Analyse de la viscosité d'écoulements sous-marinsEDGERS, L; KARLSRUD, K.Publikasjon - Norges Geotekniske Institutt. 1986, Num 166, pp 1-9, issn 0078-1193Article

Pore-water pressures in soft to firm clay during driving of piles into underlying dense sandEIGENBROD, K. D; ISSIGONIS, T.Canadian geotechnical journal. 1996, Vol 33, Num 2, pp 209-218, issn 0008-3674Article

Frost heave characteristics of undisturbed sensitive Champlain Sea clayKONRAD, J.-M; SETO, J. T. C.Canadian geotechnical journal. 1994, Vol 31, Num 2, pp 285-298, issn 0008-3674Article

Water content relationships of a sensitive clay subjected to cycles of capillary pressuresSILVESTRI, V.ASTM geotechnical testing journal. 1994, Vol 17, Num 1, pp 57-64, issn 0149-6115Article

New clay-controlling technology addresses problems encountered in cement design and performanceDILLENBECK, R. L; NELSON, S. G.Rocky Mountain Regional Meeting & Exhibition. 1992, pp 641-647Conference Paper

General elastic viscous plastic constitutive relationships for 1-D straining in clays = Relations constitutives élastoplastiques générales pour déformation unidimensionnelle dans les argilesJIAN-HUA YIN; GRAHAM, J.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 108-117, 10 p.Conference Paper

Interparticle action and rheology of kaolinite-amorphous iron hydroxide (ferrihydrite) complexes = Action interparticules et rhéologie de complexes hydroxyde de fer amorphe (ferrihydrite)-kaoliniteYONG, R. N; OHTSUBO, M.Applied clay science. 1987, Vol 2, Num 1, pp 63-81, issn 0169-1317Article

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