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Results 1 to 19 of 19

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PERMEABILITY AND CONSOLIDATION OF NORMALLY CONSOLIDATED SOILSSAMARASINGHE AM; HUANG YH; DRNEVICH VP et al.1982; J. GEOTECH. ENG. DIV.; USA; DA. 1982; VOL. 108; NO 6; PP. 835-849; BIBL. 11 REF.Article

RESPONSE CHARACTERISTICS OF CYLINDRICAL PIEZOMETERSBRAND EW; PREMCHITT J.1982; GEOTECHNIQUE; GBR; DA. 1982; VOL. 32; NO 3; PP. 203-216; BIBL. 17 REF.Article

Consolidation apparatus with permeability testISHIDA, T; NAKAGAWA, Y.IS-Hiroshima'95 : International symposium on compression and consolidation of clayey soils. 1995, pp 69-74, isbn 90-5410-537-2, 2VolConference Paper

Critical appraisal of laboratory determination of CvSRIDHARAN, A; PRAKASH, K.IS-Hiroshima'95 : International symposium on compression and consolidation of clayey soils. 1995, pp 561-572, isbn 90-5410-537-2, 2VolConference Paper

Analysis of large strain nonlinear consolidation = Analyse de la consolidation non linéaire de grande déformationWU, C.L; GUO, S.J.Engineering problems of regional soils. International conference. 1989, pp 485-488Conference Paper

A neural network method to evaluate consolidation coefficientsZHANG, Y; CHEN, J; LIU, X et al.Symposium of the International Society for Rock Mechanics. 2005, pp 719-722, isbn 04-1538-042-1, 4 p.Conference Paper

Variability of compressibility and consolidation parameters evaluated in one-dimensional consolidation testDOBAK, P; BARANSKI, M.International congress International Association of Engineering Geology. 1994, pp 869-876Conference Paper

EXPERIENCE ON HORIZONTAL OEDOMETER TESTS TO DETERMINE THE PARAMETER CH = EXPERIENCE D'ESSAIS OEDOMETRIQUES HORIZONTAUX POUR DETERMINER LE PARAMETRE CHLEMINEN K; RATHMAYER H.1983; IMPROVEMENT OF GROUND. EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 8/1983/HELSINKI; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1983; VOL. 2; PP. 647-651; BIBL. 6 REF.; 2 TAB. ; ILL./TABL.Conference Paper

THE PORE PRESSURE PROBE. AN INSTRUMENT AND METHOD WITH NEW POSSIBILITIES = CAPTEUR DE PRESSION INTERSTITIELLE. UN INSTRUMENT ET UNE METHODE AVEC DE NOUVELLES POSSIBILITESTORSTENSSON BA.1979; ARCH. HYDROTECH.; POL; DA. 1979; VOL. 26; NO 2; PP. 325-335; ABS. POL/RUS; 15 ILL.Article

DETERMINATION OF THE HORIZONTAL CONSOLIDATION COEFFICIENT OF A MARINE SILTY CLAY = DETERMINATION DU COEFFICIENT DE CONSOLIDATION HORIZONTAL D'UNE ARGILE SILTEUSE MARINESORANZO M.1983; IMPROVEMENT OF GROUND. EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 8/1983/HELSINKI; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1983; VOL. 2; PP. 685-690; BIBL. 1 P.; 1 TAB. ; TABL./ILL.Conference Paper

On the stress dependence of consolidation parametersRAVASKA, O. T; VEPSALAINEN, P. E.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 251-254, isbn 90-2651-853-6, 3VolConference Paper

Variability of the coefficient of consolidation on the Mexico City clayey sediments on spatial and time scalesORTEGA, A. G.Bulletin of the International Association of Engineering Geology. 1996, Num 54, pp 125-135, issn 0074-1612Article

Evaluation of consolidation parameters from piezocone penetration testsABU-FARSAKH, M. Y; TUMAY, M. T; FARRAG, K et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 365-368, isbn 90-2651-853-6, 3VolConference Paper

Coefficient of consolidation in radial drainageSERAPHIM, L. A.IS-Hiroshima'95 : International symposium on compression and consolidation of clayey soils. 1995, pp 165-170, isbn 90-5410-537-2, 2VolConference Paper

Piezoprobe determined coefficient of consolidation = Coefficient de consolidation déterminé par piézosondeGUPTA, R. C; DAVIDSON, J. L.Soils and foundations. 1986, Vol 26, Num 3, pp 12-22, issn 0038-0806Article

Empirical correlations between engineering properties and index properties of soilsROBINSON, R. G; ALLAM, M. M.International Conference on geotechnical, geoenvironmental engineering and management in arid lands. 2000, pp 83-88, isbn 90-5809-160-0Conference 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 geotechnical investigation of marine deposits in a nearshore seabed for land reclamationLEE, K.-M; NG, P. C. C.Canadian geotechnical journal. 1999, Vol 36, Num 6, pp 981-1000, issn 0008-3674Article

Properties and behaviour of Hong Kong marine deposits with different clay contentsYIN, J.-H.Canadian geotechnical journal. 1999, Vol 36, Num 6, pp 1085-1095, issn 0008-3674Article

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