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Results 1 to 25 of 4265

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Behavior of steep geogrid-reinforced embankments in centrifuge tilting testsIZAWA, J; KUWANO, J; TAKAHASHI, A et al.International conference on physical modelling in geotechnics/ICPMG '02. 2002, pp 993-998, isbn 90-5809-389-1, 6 p.Conference Paper

Movement of gravity caisson wharfZHANG, X. Y; LEUNG, C. F; LEE, F. H et al.European Conference on soil mechanics and geotechnical engineering. 2003, pp 917-922, isbn 80-86769-01-1, 6 p.Conference Paper

Interaction sol-fondation - influence d'un bicouche sol-Pneusol = Soil-foundation interation - influence of a 2-layer soil-PneusolBOUTIN, C; BOULEBNANE, A; LAREAL, P et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 955-958, isbn 90-5410-891-6Conference Paper

Using Heterogeneous Choice Models to Compare Logit and Probit Coefficients Across GroupsWILLIAMS, Richard.Sociological methods & research. 2009, Vol 37, Num 4, pp 531-559, issn 0049-1241, 29 p.Article

Experimental dynamic analysis of elastic-plastic shear frames with secondary structuresADAM, C; HEUER, R; PIRROTTA, A et al.Experimental mechanics. 2003, Vol 43, Num 2, pp 124-130, issn 0014-4851, 7 p.Article

Centrifugal model test on the settlement of a high embankment fillLIU, S. H; HAN, W. X.International conference on physical modelling in geotechnics/ICPMG '02. 2002, pp 737-740, isbn 90-5809-389-1, 4 p.Conference Paper

Application of the centrifuge model technique to the investigation of wave screening with vertical wallsSIEMER, T; JESSBERGER, H. L.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 1033-1035, isbn 90-5410-891-6Conference Paper

Modélisation des problèmes géotechniques en centrifugeuse. Illustration par quelques applications et questions de similitude = Modelling geotechnical problems using centrifuge tests. Illustration with some applications and problems of similarityCORTE, J.-F.Colloque Mécanique & géotechnique. 1998, pp 131-142, isbn 2-7302-0521-3Conference Paper

Approche expérimentale du fonctionnement des rampes émergentes = Experimental approach on the growth of frontal rampsMERLE, O; ABIDI, N.Bulletin de la Société géologique de France. 1995, Vol 166, Num 5, pp 439-450, issn 0037-9409Article

A miniature shield tunneling machine for a centrifugeNOMOTO, T; MITO, K; IMAMURA, S et al.International conference centrifuge 94. 1994, pp 699-704Conference Paper

Physikalischer Modelversuch und Cfd-Simulation einer asymmetrischen Drossel in einem T-Abzweigstück = Physical scale model test and CFD simulation for an symmetrical throttle in a T-ranchHUBER, B.Österreichische Wasser- und Abfallwirtschaft. 2010, Vol 62, Num 3-4, pp 58-61, issn 0945-358X, 4 p.Article

Quels modèles réduits physiques pour le 21e siècle ? = Scale models for the 21th centuryCAZAILLET, O; BEN-SLAMA, E; MATHURIN, J.-L et al.Hydro + (Paris). 2001, Num 111, pp 41-48, issn 1164-8783Article

Effects of subsoil and backfill conditions on seismic displacement of gravity type retaining wallsKOSEKI, J; KATO, N; WATANABE, K et al.International Conference on cyclic behaviour of soils and liquefaction phenomena. 2004, pp 665-671, isbn 90-5809-620-3, 7 p.Conference Paper

Model testing and calibration of suction pile installation in sandBANG, S; CHO, Y; PREBER, T et al.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 253-256, isbn 90-5809-055-8Conference Paper

Performance of tension piles in seismic events with different signaturesRAO, P. M; O'NEILL, M. W; OCHOA, M et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 1017-1020, isbn 90-5410-891-6Conference Paper

Model scale investigations on the deformation of the subsoil under railway trafficHEINEKE, S. T; KATZENBACH, R; ARSLAN, U et al.International Conference on soil mechanics and geotechnical engineeringCongrès International de mécanique des sols et de la géotechnique. 2001, pp 2077-2080, isbn 90-2651-841-2Conference Paper

Modeling liquefaction in centrifugesKO, H.-Y; DEWOOLKAR, M. M.International Workshop on the physics and mechanics of soil liquefeaction. 1999, pp 307-322, isbn 90-5809-038-8Conference Paper

An inflight excavator to model a tunnelling processKONIG, D.International Conference Centrifuge 98. 1998, pp 707-712, isbn 90-5410-986-6Conference Paper

Seismic performance of a caisson type seawall with an armored embankmentKAWAI, T; KANATANI, M; TANAKA, Y et al.International Conference Centrifuge 98. 1998, pp 351-358, isbn 90-5410-986-6Conference Paper

Centrifugal modeling of railway embankments reinforced by various earth constructionsVINOGRADOV, V. V; YAKOVLEVA, T. G; FROLOVSKY, Y. K et al.International conference on physical modelling in geotechnics/ICPMG '02. 2002, pp 987-991, isbn 90-5809-389-1, 5 p.Conference Paper

Relation between compacted area and ram momentum by heavy tampingOSHIMA, A; TAKADA, N.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 1641-1644, isbn 90-5410-891-6Conference Paper

Experimental study of rock mass decomposition during slipVACEK, J; WESTMAN, E.International Conference Geomechanics 96. 1997, pp 129-132, isbn 90-5410-921-1Conference Paper

Large-scale model test on the artificial freezing of foundation with liquid nitrogenZHU LINNAN; CHEN RUIJIE; WU CHUNZHI et al.International symposium on ground freezing and frost action in soils. 1997, pp 491-495, isbn 90-5410-872-XConference Paper

Pounding response of adjacent concrete slabs : An experimental studyLEIBOVICH, E; YANKELEVSKY, D.Z; RUTENBERG, A et al.Regional European seminar on earthquake engineering. 1994, pp 523-538Conference Paper

Pipeline frost heave modellingPHILLIPS, R; CLARK, J. I; HANKE, R et al.International conference on physical modelling in geotechnics/ICPMG '02. 2002, pp 313-318, isbn 90-5809-389-1, 6 p.Conference Paper

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