kw.\*:("Arcilla sensible")
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Rotary-pressure sounding : 20 years of experience = Vingt années d'expériences du sondage à pression rotaryRYGG, N.O; ANDRESEN, A.A.International Symposium on penetration testing; ISOPT-1. 1. 1988, pp 453-457Conference Paper
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
Rotary-pressure sounding: 20 years of experience = Sondage rotary sous pression: 20 ans d'expérienceRYGG, N. O; ANDRESEN, A. A.Publikasjon - Norges Geotekniske Institutt. 1989, Num 177, pp 1-5, issn 0078-1193Article
Les pressions interstitielles dans l'essai scissométriqueROY, M; MERCIER, M.Congrès international de mécanique des sols et des travaux de fondations. 12. 1989, pp 305-308Conference Paper
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
Landslides : Extent and economic significance in Norway = Envergure et importance économique des glissements de terrain en NorvègeGREGERSEN, O; SANDERSEN, F.International Geological Congress : symposium on landslides. 28. 1989, pp 133-139Conference Paper
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
Time effects on the unconfined compressive strength and sensivity of a clayAWOLEYE, O.A; BOUAZZA, A; RAMA-RAO, R et al.Engineering geology. 1991, Vol 31, Num 1-4, pp 345-351, issn 0013-7952Article
Piezocone tests in sensitive clays of eastern Canada = Essais au piézocône dans des argiles sensibles du Canada orientalLA ROCHELLE, P; ZEBDI, M; LEROUEIL, S et al.International Symposium on penetration testing; ISOPT-1. 1. 1988, pp 831-841Conference Paper
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
Sampling disturbances of soft sensitive claysNAGARAJ, T. S; MIURA, N; YAMADERA, A et al.ISC'98 : International Conference on site characterization. 1998, pp 387-392, isbn 90-5410-939-4Conference Paper
Sensitivity to remoulding of some volcanic ash soils in New Zealand = La sensibilité au remoulage de quelques sols de cendre volcanique en Nouvelle ZelandeJACQUET, D.Engineering geology. 1990, Vol 28, Num 1-2, pp 1-25, issn 0013-7952Article
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
Subsidence of Bangkok clay due to deep well pumping and its control through artificial rechargë = «Affaissement de l'argile de Bangkok, dû au captage en puits profond, et son contrôle dans la réalimentation artificielle»PRINYA NUTALAYA; SARVESH CHANDRA; BALASUBRAMANIAM, A. S et al.IAHS-AISH publication. 1986, Num 151, pp 727-744, issn 0144-7815Conference Paper
Les concepts d'etat limite et d'état critique et leurs applications pratiques à l'atude des argilesTAVENAS, F; LEROUEIL, S.Symposium de géotechnique Comportement des sols compressibles. sd, pp 27-49Conference Paper
Improvements of soft marine clays by special admixtures using dry and wet jet mixing methods = Amélioration d'argiles marines molles par incorporation de mélanges spéciaux à l'aide des méthodes de mélange au jet par voie sèche et humideMIURA, N; BERGADO, D. T; SAKAI, A et al.Southeast Asian geotechnical conference. 9. 1987, pp 35-46Conference Paper
Correlating compression properties of sensitive clays using void indexHONG, Z.Geotechnique. 2006, Vol 56, Num 8, pp 573-577, issn 0016-8505, 5 p.Article
Analysis and assessment of sampling disturbance of soft sensitive claysNAGARAJ, T. S; MIURA, Norihiko; CHUNG, S. G et al.Geotechnique. 2003, Vol 53, Num 7, pp 679-683, issn 0016-8505, 5 p.Article
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
Engineering of ground in lowlandsMIURA, N; MADHAW, M.R.Symposium on developments in geotechnical engineering. 1994, pp 565-574Conference Paper
A comparison between full displacement pressuremeter tests and dilatometer tests in clay = Comparaison entre des essais par pressiomètre à déplacement maximal et par dilatomètre dans de l'argileLUTENEGGER, A.J; BLANCHARD, J.D.International symposium on pressuremeters. 3. 1990, pp 309-320Conference Paper
A pressuremeter study of Louiseville sensitive clayHAMOUCHE, K.K; ROY, M; LEROUEIL, S et al.The pressuremeter and its new avenues. International symposium. 1995, pp 161-168Conference Paper
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
Geotechnical properties of the very sensitive Ariake clay in Saga plain = Propriétés géotechniques de l'argile d'Ariake très sensible, dans la plaine de SagaNAKAMURA, R; ONITSUKA, K; MIURA, N et al.Symposium on environmental geotechnics and problematic soils and rocks. 1988, pp 533-544Conference Paper
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