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Static and seismic passive earth pressure coefficients on rigid retaining structures: DiscussionKUMAR, Jyant; SOUBRA, Abdul-Hamid.Canadian geotechnical journal. 2001, Vol 38, Num 5, pp 1149-1151, issn 0008-3674Article

A numerical study of the bearing capacity factor N_γZHU, D. Y; LEE, C. F; JIANG, H. D et al.Canadian geotechnical journal. 2001, Vol 38, Num 5, pp 1090-1096, issn 0008-3674Article

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Einfluss der Wandreibung auf die Dimensionierung von Bunkern ― Verfahrenstechnische und statische Gesichtspunkte = Influence du frottement à la paroi sur la conception des silos. Technologie et statique = Influence of wall friction on the design of silos. Aspects of process technology and staticsSCHWEDES, J.Chemieingenieurtechnik. 1984, Vol 56, Num 4, pp 291-298, issn 0009-286XArticle

Soils characterization and safety estimation = Mise en évidence des sols et estimation de la sécuritéBOISSIER, D; FAVRE, J. L; BIAREZ, J et al.International conference on applications of statistics and probability in soil and structural engineering. 4. 1983, pp 969-984Conference Paper

On the angle of interface friction for cohesionless soils = L'angle de frottement interface de sols pulvérulentsFUMIO TATSUOKA.Soils and foundations. 1985, Vol 26, Num 4, pp 135-141, issn 0038-0806Article

Bestemmelse av friksjon på bergsprekker = Mesures des angles de frottement des diaclases = Measuring the friction angles of rock jointsVIK, G.Publikasjon - Norges Geotekniske Institutt. 1984, Num 153, pp 1-4, issn 0078-1193Article

Messung des Wandreibungswinkels von Schüttgütern an verschiedenen Wandmaterialien = Mesure de l'angle de frottement de matériaux en vrac sur les parois de différents matériaux = Measurement of the wall friction angle for bulk solids on different wall materialsDAU, G.Aufbereitungs-Technik. 1983, Vol 24, Num 11, pp 633-646, issn 0004-783XArticle

Non-dilational component of peak friction angle of rock jointsPAPALIANGAS, T. T.International Congress on Rock MechanicsCongrès International de Mécanique des RochesInternationaler Kongress über Felsmechanik. 1999, pp 719-722, isbn 90-5809-069-8Conference Paper

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Effects of grain-crushing and re-orientation during shear on the variation of friction angle in the high-speed high-stress ring shear apparatusFUKUOKA, H; SASSA, K.International geological congress. 1992, p.938Conference Paper

Support pressure estimation in failed rock conditions = Estimation de la pression de support dans les conditions de roches ayant subi des rupturesSHEOREY, P. R.Engineering geology. 1985, Vol 22, Num 2, pp 127-140, issn 0013-7952Article

Veränderung der Fliebeigenschaften unkohäsiver Schüttgüter durch Vibration = Modification de la fluidité de matières non cohérentes en vrac par vibrationKORZEN, Z.Bautechnik (Berlin, 1984). 1984, Vol 61, Num 6, pp 181-187, issn 0932-8351Article

A new method to estimate the angle of internal friction of sand using a pressuremeter testFUKAGAWA, R; MURO, T; HATA, K et al.ISC'98 : International Conference on site characterization. 1998, pp 771-775, isbn 90-5410-939-4Conference Paper

A correlation between residual friction angle, gradation and the index properties of cohesive soils = Corrélation entre l'angle de frottement résiduel, la gradation et les propriétés des sols cohésifsCOLLOTTA, T; CANTONI, R; PAVESI, U et al.Geotechnique. 1989, Vol 39, Num 2, pp 343-346, issn 0016-8505Article

Theoretical approach to dependence of crack growth mechanism on confining pressureKAWAKATA, H; SHIMADA, M.Earth, planets and space. 2000, Vol 52, Num 5, pp 315-320, issn 1343-8832Article

Point bar deposits in narrow sharp bendsKAWAI, S; JULIEN, P. Y.Journal of Hydraulic Research. 1996, Vol 34, Num 2, pp 205-218, issn 0022-1686Article

Quantitative characterisation of the geometry of discrete particlesSUKUMARAN, B; ASHMAWY, A. K.Geotechnique. 2001, Vol 51, Num 7, pp 619-627, issn 0016-8505Article

Reinforcement bond capacity = Résistance du renforcement à l'adhérenceJEWELL, R. A.Geotechnique. 1990, Vol 40, Num 3, pp 513-518, issn 0016-8505, 6 p.Article

New approach for the estimation of the residual friction angle based on the mineralogical composition and index propertiesMARUI, H; TIWARI, B.International Symposium on Landslides. 2004, pp 735-741, isbn 04-1535-667-9, 7 p.Conference Paper

Both the internal friction angle and the cohesion of cohesive soils and soil types determined by means of the static cone penetration test (CPT)MENG GATOUYOU.International congress International Association of Engineering Geology. 1994, pp 537-541Conference Paper

Simplified relaibility analysis for wedge mechanisms in rock slopesLOW, B.K; EINSTEIN, H.H.International symposium on landslides. 1992, pp 499-507Conference Paper

A new method for stability of slopes = Nouvelle méthode pour la stabilité des pentesSIVA REDDY, A. R; RAO LAKSHMANA RAO PESHVE.Soils and foundations. 1990, Vol 30, Num 1, pp 167-171, issn 0038-0806Article