kw.\*:("Sedimento clástico")
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The shape of loess particlesROGERS, C. D. F; SMALLEY, I. J.Naturwissenschaften. 1993, Vol 80, Num 10, pp 461-462, issn 0028-1042Article
Collapsing capacity of loessial soils = Capacité d'effondrement des sols de loessANDREI, S; MANEA, S.Engineering problems of regional soils. International conference. 1989, pp 189-194Conference Paper
Study on collapse sensibility of loess = Etude de la susceptibilité d'effondrement du loessFENG, L.C; FENG, K.Engineering problems of regional soils. International conference. 1989, pp 224-226Conference Paper
Postcollapsible deformations of loess soils = Déformations post-affaissement de sols de loessPETRUKHIN, V.P; RABINOVICH, I.G.Engineering problems of regional soils. International conference. 1989, pp 299-304Conference Paper
Essai de classification des structures fragmentaires dans le cas des matériaux argileux surconsolidés. Relations entre le type de structure et les liaisons interparticulairesTROALEN, J.-P.Journées universitaires de géotechnique. 3. 1987, pp 171-179Conference Paper
Les sédiments détritiques des grottes : aperçu synthétiqueEK, C; QUINIF, Y.Annales de la Société géologique de Belgique. 1988, Vol 111, Num 1, pp 1-7, issn 0037-9395Conference Paper
Storm pulses, thresholds, and fluid mechanics in the transport of clastic sediments in limestone aquifersWHITE, W. B; WHITE, E. L.Sciences & Techniques de l'Environnement, université de Franche-Comté. Mémoire hors-série. 1997, pp 191-194, isbn 2-88374-007-0Conference Paper
Tensile strength of compacted claysFAVARETTI, M.UNSAT'95 : International conference on Unsaturated soils. 1996, pp 51-56, isbn 90-5410-586-0Conference Paper
Consolidation tests with constant rate of loading by separate-type consolidometerMATSUDA, H; NAGATANI, T.IS-Hiroshima'95 : International symposium on compression and consolidation of clayey soils. 1995, pp 123-128, isbn 90-5410-537-2, 2VolConference Paper
Leachate permeation of compacted clayKALTEZIOTIS, N; SARSBY, R.W; LAM, K et al.Symposium GREEN'93-Geotechnics related to the environment. 1995, pp 323-326Conference Paper
The theory of one-dimensional consolidation of saturated clays. 1. Finite non-linear consolidation of thin homogeneous layersGIBSON, R. E; HUSSEY, M. J. L.IS-Hiroshima'95 : International symposium on compression and consolidation of clayey soils. 1995, pp 833-845, isbn 90-5410-537-2, 2VolConference Paper
Fractal characters of loess microstructure in deformation process and its engineering significanceHU RUILINQINGRAYVALLEJO; LI XIANGQUANGRAYVALLEJO; GUAN GUOLINNGRAYVALLEJO et al.International congress International Association of Engineering Geology. 1994, pp 3411-3417Conference Paper
Influence of freeze and thaw cycle on liquefaction resistance of sandy soilsGOTO, S.Soils and foundations. 1993, Vol 33, Num 4, pp 148-158, issn 0038-0806Article
Mechanisms of anabranch avulsion within gravel-bed braided rivers : observations from a scaled physical modelLEDDY, J.O; ASHWORTH, P.J; BEST, J.L et al.1993, Num 75, pp 119-127Article
Reduction of Cr(VI) under midly reducing conditions in a sand and gravel aquiferANDERSON, L.C.D; KENT, D.A; DAVIS, J.A et al.International symposium on water-rock interaction. 1992, pp 495-498Conference Paper
Large loess landslides in active tectonic regionsSMALLEY, I.J; DERBYSHIRE, E.Neotectonics and resources. 1991, pp 202-219Book Chapter
The swelling behaviour of clay-sulfate rocksMADSEN, F.T; NUESCH, R.International congress on rock mechanics. 1991, pp 285-288Conference Paper
Molluscs in loess, their paleoecological significance and role in geochronology : Principles and methodsLOZEK, V.Quaternary international. 1990, Vol 7-8, pp 71-79, issn 1040-6182, 9 p.Article
Otsenka tochnosti i vosproizvodimosti detal'nogo granulometricheskogo analiza peschanoj komponenty iz valunnykh suglinkovBOL'SHAKOV, M. O; KORNISHINA, M. EH; GROMOV, YU. A et al.Izvestiâ vysših učebnyh zavedenij. Geologiâ i razvedka. 1989, Num 3, pp 113-115, issn 0016-7762Article
A fuzzy synthetic judgement for loess foundation collapse = Un jugement synthétique flou relatif à l'effondrement de fondations sur loessCHANG, Y.Engineering problems of regional soils. International conference. 1989, pp 207-210Conference Paper
Friction factor and regime channels = Facteur de frottement et chenaux à régimeYALIN, M.S.International symposium on river sedimentation. 4. 1989, pp 26-42Conference Paper
Geotextile ties to improve uplift resistance of anchors = Liens de géotextiles pour améliorer la résistance au soulévement des ancragesSUBBARAO, C; MUKHOPADHYAY, S; SINHA, J et al.Reinforced soil and geotextiles. Geotextiles conference. 1989, pp F3-F8Conference Paper
Numerical modelling of sluicing in spiral flow = Modélisation numérique du débourbage dans un écoulement en spiralePENG LONGSHENG.International symposium on river sedimentation. 4. 1989, pp 1403-1410Conference Paper
A field study of scale-dependent dispersion in a sandy aquifer = Etude sur le terrain de la dispersion dépendante de l'échelle d'un aquifère sableuxTAYLOR, S. R; HOWARD, K. W. F.Journal of hydrology (Amsterdam). 1987, Vol 90, Num 1-2, pp 11-17, issn 0022-1694Article
Les principes géologiques fondamentaux du loess en ChineZHANG ZONGHU; ZHANG ZHIYI; WANG YUNSHENG et al.Dìzhìxué bào. 1987, Vol 61, Num 4, pp 362-374, issn 0001-5717Article