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Results 1 to 25 of 556

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Safety factor in fatigue under fluctuating stressesAVAKOV, V. A.Journal of vibration, acoustics, stress, and reliability in design. 1987, Vol 109, Num 4, pp 397-401, issn 0739-3717Article

Coefficients de sécurité liés au calcul des pieuxBUSTAMANTE, M; GIANSELLI, L.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1357-1360Conference Paper

Appraisal of Bishop's method of slope stability analysisSIVAKUMAR BABU, G. L; BIJOY, A. C.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 249-252, isbn 90-5809-081-7Conference Paper

A simple model giving the factor of safety after flow slidesSTAMATOPOULOS, C. A.IS-TOKYO'95 : International Conference on Earthquake Geotechnical Engineering. 1995, pp 899-904, isbn 90-5410-578-X, 2VolConference Paper

Slope stabilization by means of cuts and fillsGRECO, V.R.International conference on slope stability. 1991, pp 421-426Conference Paper

Parametric analysis of slope stability analysis using AutoLISPNARASINGA RAO, B. N. D; SATYANARAYANA, K.Indian geotechnical journal. 2003, Vol 33, Num 2, pp 96-124, issn 0046-8983, 29 p.Article

Seismic slope stability analysis : pseido-static generalized methodKA-CHING SANNGANG; LESHCHINSKY, D.Soils and foundations. 1994, Vol 34, Num 2, pp 73-77, issn 0038-0806Article

A simplex analysis of slope stability = Analyse simplex de la stabilité des talusBARDET, J.P; KAPUSKAR, M.M.Computers and geotechnics. 1989, Vol 8, Num 4, pp 329-348, issn 0266-352XArticle

Generalized slice method for slope stability analysis = Méthode du découpage généralisée pour l'analyse de la stabilité des versantsENOKI, M; YAGI, N; YATABE, R et al.Soils and foundations. 1990, Vol 30, Num 2, pp 1-13, issn 0038-0806Article

On the use of F.E.M. for assessing the stability of cuts and fillsNAYLOR, D. J.NUMOG VII : International Symposium on Numerical Models in Geomechanics. 1999, pp 553-560, isbn 90-5809-095-7Conference Paper

Evolution of safety conditions of slopes stabilised by drainage galleriesVALORE, C; FARULLA, C. A.ISL'96 : International Symposium on landslidesSymposium international sur les glissements de terrain. 1996, pp 1817-1822, isbn 90-5410-821-5Conference Paper

Analyse probabiliste du comportement de deux remblais sur versant instable = Probabilistic analysis of the behaviour of two embankments on a moving slopAbdul Baki, Ali; Magnan, Jean-Pierre.1992, 274 p.Thesis

Application of global optimization technique to slope stability analysisSRIDEVI, B; KUSUM DEEP.International symposium on landslides. 1992, pp 573-578Conference Paper

Simulation of failure in computer generated structures = Simulation de rupture dans des ouvrages conçus par ordinateurROELFSTRA, P.E.International workshop on fracture toughness and fracture energy. 1989, pp 313-324Conference Paper

Strip footing - partial factors design conceptANAGNOSTI, P.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 2249-2250, isbn 90-5410-891-6Conference Paper

A unified solution scheme for slope stability analysisLI, K.S.International symposium on landslides. 1992, pp 481-486Conference Paper

A parametric study of the stability of embeded earth retaining structures = Une étude paramétrique des ouvrages de soutènementPOTTS, D. M; BURLAND, J. B.Supplementary report - Transport and Road Research Laboratory. 1983, Num 813, issn 0305-1315, 51 p.Serial Issue

Effect of berms and tension crack on the stability of embankments on soft soilsKANIRAJ, S.R; HASAN ABDULLAH.Soils and foundations. 1993, Vol 33, Num 4, pp 99-107, issn 0038-0806Article

Evaluation of long-term reliability of reinforcing materialsNAGAO, A; INNAMI, S; YOKOZAWA, K et al.International symposium on earth reinforcement practice. 1992, pp 515-518Conference Paper

Failure of a full scale ecxperimental soil nailed wall by reducing the nails lenghts (French research project CLOUTERRE)SCHLOSSER, F; PLUMELLE, C; UNTERREINER, P et al.International symposium on earth reinforcement practice. 1992, pp 531-535Conference Paper

A new method for stability of slopes. Discussion and closuresUGAI, K; ANNAPAREDDY SIVAREDDY; NARAYANARAO LAXMANRAO PESHVE et al.Soils and foundations. 1991, Vol 31, Num 4, pp 200-201, issn 0038-0806Article

Calculation procedures for slope stability analyses involving negative pore-water pressuresRAHARDJO, H; FREDLUND, D.G.International conference on slope stability. 1991, pp 43-50Conference Paper

Improved multi-wedge landslide analysisDONALD, I.B; GIAM, P.S.K.International conference on slope stability. 1991, pp 55-60Conference Paper

Evaluation of stability of slopes and buildings on the slopes = Evaluation de la stabilité des talus et des bâtiments édifiés sur les talusYAO BAOKUI; SUN YUKE.International symposium on engineering in complex rock formations. 1988, pp 592-599, 8 p.Conference Paper

Stability analysis using finite difference methodZETTLER, A. H; POISEL, R; PREH, A et al.International Congress on Rock MechanicsCongrès International de Mécanique des RochesInternationaler Kongress über Felsmechanik. 1999, pp 149-152, isbn 90-5809-069-8Conference Paper

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