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Results 1 to 25 of 1302

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Analytical calculation of active thrust due to partially submerged backfillGRECO, V. R.Geotechnique. 2006, Vol 56, Num 10, pp 701-704, issn 0016-8505, 4 p.Article

Les murs de soutènement = Earth retaining wallsLOGEAIS, Louis.1992, 104 p., isbn 2-905423-32-3Book

Stability analyses of retaining walls by different numerical approachesSCHANZ, T; GOLLUB, P.European Conference on soil mechanics and geotechnical engineering. 2003, pp 843-848, isbn 80-86769-01-1, 6 p.Conference Paper

Consideration of special conditions in retaining wall designsKOMORNIK, A.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 2305-2307, isbn 90-5410-891-6Conference Paper

Application of structural Eurocodes to gravity retaining wall seismic design conditioned by base slidingCARDOSO, A. S; FERNANDES, M. M; MATEUS DE BRITO, J. A et al.International Conference on earthquake geotechnical engineering. 1999, pp 413-420, isbn 90-5809-116-3Conference Paper

Sliding response of rigid retaining wallsCALTABIANO, S; CASCONE, E; MAUGERI, M et al.International Conference on earthquake geotechnical engineering. 1999, pp 285-290, isbn 90-5809-116-3Conference Paper

Development of a generalised formula for dynamic active earth pressureKIM, W.-C; PARK, D; KIM, B et al.Geotechnique. 2010, Vol 60, Num 9, pp 723-727, issn 0016-8505, 5 p.Article

Seismic active thrust on cantilever walls with short heelGRECO, Venanzio R.Soil dynamics and earthquake engineering (1984). 2009, Vol 29, Num 2, pp 249-252, issn 0267-7261, 4 p.Article

Lateral stresses caused by uniform rectangular area loads on a cross-anisotropic backfillWANG, C. D.Geotechnique. 2008, Vol 58, Num 9, pp 757-763, issn 0016-8505, 7 p.Article

Determination of soil lateral pressure loads on a retaining wall taking into consideration its displacements and deformationsDUBROVSKY, M. P; POIZNER, M. B; YAKOVLEV, P. I et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 795-798, isbn 90-5410-891-6Conference Paper

Action des chargements non-uniformes sur les écrans de souténement = Effect of non-uniform loads on earth retaining structuresSCHMITT, P; BAZIN, E; GILBERT, C et al.International conference on soil mechanics and foundation engineering. 1994, pp 799-802Conference Paper

Reinforced soil formed using synthetic polymetric anchorsJONES, C.J.F.P; HASSAN, C.A.International symposium on earth reinforcement practice. 1992, pp 345-350Conference Paper

Effect of submergence on seismic displacements of rigid retaining wallsWU, Y; PRAKASH, S.International Conference on earthquake geotechnical engineering. 1999, pp 277-283, isbn 90-5809-116-3Conference Paper

Behavior of a braced structure for excavation under asymmetrical lateral loadKAZAMA, S.International Symposium on Geotechnical Aspects of underground construction in soft ground - IS-Tokyo'99. 2000, pp 531-536, isbn 90-5809-106-6Conference Paper

Seismic behavior of gravity retaining structuresSECO E PINTO, P. S.IS-TOKYO'95 : International Conference on Earthquake Geotechnical Engineering. 1995, pp 1165-1170, isbn 90-5410-578-X, 2VolConference Paper

REINFORCED EARTH RETAINING WALLS UNDER STRIP LOAD DISCUSSION AND REPLY = MURS DE SOUTENEMENT RENFORCES SOUS UNE CHARGE LINEAIRE: DISCUSSION ET REPONSECORTE JEAN F; KENNEDY JOHN B; LABA JAN T et al.1981; CAN. GEOTECH. J.=REV. CAN. GEOTECH.; ISSN 0008-3674; CAN; DA. 1981-05; VOL. 18; NO 2; PP. 324-327; BIBL. 8 REF.; ILL.Article

Reinforced soils sytems with non-planar lateral soil-wall boundariesMCGOWN, A; KUPEC, J.European Conference on soil mechanics and geotechnical engineering. 2003, pp 711-716, isbn 80-86769-01-1, 6 p.Conference Paper

Passive earth pressure coefficients by generalized procedure of slicesBHATTACHARYA, G; PAN, S.Indian geotechnical journal. 2000, Vol 30, Num 3, pp 73-85, issn 0046-8983Article

Seismic soil-structure interaction of rigid and flexible retaining wallsSTEEDMAN, R. S.International Conference on earthquake geotechnical engineering. 1999, pp 949-956, isbn 90-5809-116-3Conference Paper

Simplified design method of walls for deep excavations - a survey on Japanese codesISHIZUKA, K; HORIBA, N.International symposium on underground construction in soft ground. 1995, pp 311-312, isbn 90-5410-536-4Conference Paper

Dynamic passive pressure from c―ø soil backfillsSANJAY KUMAR SHUKLA; HABIBI, Daryoush.Soil dynamics and earthquake engineering (1984). 2011, Vol 31, Num 5-6, pp 845-848, issn 0267-7261, 4 p.Article

An expert system for selection of retaining walls and groundwater controls in deep excavationYANG, Y; YIN, J.-H; YUAN, J.-X et al.Computers and geotechnics. 2003, Vol 30, Num 8, pp 707-719, issn 0266-352X, 13 p.Article

Predicting the stability of a reinforced soil retaining wall by the generalized limit equilibrium methodCHRYSIKOS, D. A; PAPANTONOPOULOS, C. I; ATMATZIDIS, D. K et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1115-1118, isbn 90-2651-853-6, 3VolConference Paper

Etude expérimentale du Pneusol reducteur de poussée = Experimental study of the Pneusol, reducing active earth pressureBELADBDELOUAHAB, F; AMARA, M; LAREAL, P et al.La Revue marocaine du génie civil. 1997, Num 71, pp 87-93, issn 0851-7916Conference Paper

Geomesh reinforced soil walls - description and testingWISEMAN, G; SHANI, A.International conference on soil mechanics and foundation engineering. 1994, pp 1797-1802Conference Paper

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