Pascal and Francis Bibliographic Databases

Help

Search results

Your search

kw.\*:("DRAINEE")

Document Type [dt]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Publication Year[py]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Discipline (document) [di]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Author Country

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Results 1 to 23 of 23

  • Page / 1
Export

Selection :

  • and

Estimation of minimum undrained shear strength for flow liquefaction using the CPTROBERTSON, P. K.International Conference on earthquake geotechnical engineering. 1999, pp 1021-1028, isbn 90-5809-116-3Conference Paper

Theory of one dimensional consolidation of two-layered soil with partially drained boundariesXIE, K.-H; XIE, X.-Y; GAO, X et al.Computers and geotechnics. 1999, Vol 24, Num 4, pp 265-278, issn 0266-352XArticle

CONSOLIDATION OF A CLAY CYLINDER WITH EXTERNAL RADIAL DRAINAGE.YOSHIKUNI H; NAKANODO H.1977; SOILS FOUND.; JAP.; DA. 1977; VOL. 17; NO 2; PP. 61-64; BIBL. 1 REF.Article

THE RELATIONSHIP BETWEEN UNDRAINED STRENGTH AND PLASTICITY INDEX.SRIDHARAN A; NARASIMHA RAO S.1973; GEOTECH. ENGNG; THA; 1973, VOL. 4, NUM. 0001, P. 41 A 53Serial Issue

A simple model for the effect on soil strength of episodes of remoulding and reconsolidationWHITE, David J; HODDER, Matt.Canadian geotechnical journal. 2010, Vol 47, Num 7, pp 821-826, issn 0008-3674, 6 p.Article

The effect of reconsolidation on undrained strength of normally consolidated cohesive soils = Effet de la reconsolidation sur la résistance non drainée de sols cohérents normalement consolidésKIMURA, T; SAITOH, K; NISHIHARA, S et al.Soils and foundations. 1983, Vol 23, Num 3, pp 27-38, issn 0038-0806Article

Undrained shear strength of norwegian clays estimated by neural networksKURUP, P. U; DUDANI, N. K.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 437-440, isbn 90-2651-853-6, 3VolConference Paper

Effect of OCR on sampling disturbance of cohesive soils and evaluation of laboratory reconsolidation proceduresSANTAGATA, Marika; GERMAINE, John T.Canadian geotechnical journal. 2005, Vol 42, Num 2, pp 459-474, issn 0008-3674, 16 p.Article

Undrained stability of a square tunnel in a soil whose strengtrh increases linearly with depthSLOAN, S.W; ASSADI, A.Computers and geotechnics. 1991, Vol 12, Num 4, pp 321-346, issn 0266-352XArticle

Stability analysis of embankments on soft ground = Calculs de stabilité de remblais sur sol mouBAK-KONG LOW.Journal of geotechnical engineering. 1989, Vol 115, Num 2, pp 211-227, issn 0733-9410Article

On the determination of vane shear strength of soft soilsBOUASSIDA, M; BOUSSETTA, S.Regional Conference for Africa on soil mechanics and geotechnical engineeringCongrès régional africain de la géotechnique au service du développement de l'Afrique. 1999, pp 285-291, isbn 90-5809-082-5Conference Paper

Fundamental and practical issues concerning undrained strength anisotropyLADD, C.C.International conference on soil mechanics and foundation engineering. 1994, pp 57-58Conference Paper

Procedures for analysis of the mobilization of debris flowsANDERSON, S.A; SITAR, N.International conference on soil mechanics and foundation engineering. 1994, pp 255-258Conference Paper

Reducing shear strength uncertainties in clays by multivariate correlationsCHING, Jianye; PHOON, Kok-Kwang; CHEN, Yi-Chu et al.Canadian geotechnical journal. 2010, Vol 47, Num 1, pp 16-33, issn 0008-3674, 18 p.Article

Method for predicting in-situ undrained strength of highly organic soil based on the value of suction and unconfined compressive strengthTSUSHIMA, M; MITACHI, T.International symposium on problematic soils IS-Tohoku '98. 1998, pp 11-14, isbn 90-5410-997-1Conference Paper

A simple buildup analysis method to determine well drainage area and drawdown pressure for a stabilized wellBOSSIE-CODREANU, D.SPE formation evaluation. 1989, Vol 4, Num 3, pp 418-420, issn 0885-923X, 3 p.Article

Undrained strength of clays derived from pressuremeter testsBAHAR, Ramdane; BAIDI, Fawzia; BELHASSANI, Ouarda et al.European journal of environmental and civil engineering. 2012, Vol 16, Num 10, pp 1238-1260, issn 1964-8189, 23 p.Article

Bearing capacity for foundations with cyclic loads = Capacité portante de fondations sous charge cycliqueANDERSEN, K. H; LAURITZSEN, R.Publikasjon - Norges Geotekniske Institutt. 1988, Num 175, issn 0078-1193, 1-16 [16 p.]Article

Influence of state and compressibility on liquefied strength of sandsSADREKARIMI, Abouzar.Canadian geotechnical journal. 2013, Vol 50, Num 10, pp 1067-1076, issn 0008-3674, 10 p.Article

A note on specific variability of long surface gravity waves and drag coefficient in coastal upwelling zone = Remarque sur la variabilité spécifique des ondes de gravité de surface à basses fréquences et du coefficient de traînée dans les zones côtières d'upwellingKRZYSCIN, J.Pure and Applied Geophysics. 1990, Vol 132, Num 3, pp 481-493, issn 0033-4553Article

Guidelines for offshore in situ testing and interpretation in deepwater soft claysLUNNE, Tom; ANDERSEN, Knut H; LOW, Han Eng et al.Canadian geotechnical journal. 2011, Vol 48, Num 4, pp 543-556, issn 0008-3674, 14 p.Article

Drag anchor fluke-soil interaction in claysO'NEILL, M. P; BRANSBY, M. F; RANDOLPH, M. F et al.Canadian geotechnical journal. 2003, Vol 40, Num 1, pp 78-94, issn 0008-3674, 17 p.Article

Cyclic soil data for design of gravity structures = Données cycliques sur le sol pour le calcul de structures gravitairesANDERSEN, K. H; KLEVEN, A; HEIEN, D et al.Publikasjon - Norges Geotekniske Institutt. 1988, Num 175, issn 0078-1193, 1-23 [23 p.]Article

  • Page / 1