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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

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

A propos du choix de l'angle de frottement interne pour la calcul des fondations superficielles = About the assessment of the internal friction angle for shallow foundation designDRONIUC, N; MAGNAN, J. P.International symposium on identification and determination of soil and rock parameters for geotechnical designSymposium international Identification et détermination des paramètres des sols et des roches pour les calculs géotechniques. 2002, pp 531-540, isbn 2-85978-363-6Conference Paper

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

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

A back analysis in assessing the stability of slopes by means of surface measurementsSAKURAI, S; NAKAYAMA, T.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 339-343, isbn 90-5809-081-7Conference Paper

Determination of size of footingsPANDIAN, N.S; SRIDHARAN, A; SATHIDEVI, U et al.Indian geotechnical journal. 1993, Vol 23, Num 2, pp 253-276, issn 0046-8983Article

Input uncertainties and calculated borehole closureFOSSUM, A.F; SENSENY, P.E; THACKER, B.H et al.Rock mechanics as a multidisciplinary science. U.S. 1991, pp 987-994Conference Paper

Mechanisms of fabric evolution in granular media = Evolution de la structure des milieux pulvérulentsROTHENBURG, L; BATHURST, R.J; MATYAS, E.L et al.Congrès international de mécanique des sols et des travaux de fondations. 12. 1989, pp 753-756Conference Paper

Some soil and reinforcement parameters for design = Quelques paramètres de projet de sols et d'armaturesFANNIN, R.J; HERMANN, S.Congrès international de mécanique des sols et des travaux de fondations. 12. 1989, pp 1239-1242Conference Paper

Analysis of a survey on sand compressibility and its application in predicting drained friction angle of sand based on CPTJUANG, C. H; HOLTZ, R. D; HUANG, A.-B et al.ISC'98 : International Conference on site characterization. 1998, pp 1273-1278, isbn 90-5410-939-4Conference Paper

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Determination of sand - non woven geotextile friction angle using triaxial compression testsMARKOU, I. N; SIRKELIS, G. M.European Conference on soil mechanics and geotechnical engineering. 2003, pp 805-810, isbn 80-86769-00-3, 6 p.Conference Paper

Influence of interparticle friction angle on debris-flowsITOH, T; EGASHIRA, S; MIYAMOTO, K et al.International Conference on debris-flow hazards mitigation. 2000, pp 219-228, isbn 90-5809-149-XConference Paper

L'essai pressiométrique et la détermination des caractéristiques d'élasticité et de cisaillement = Pressuremeter test and characterization of soil elasticity and shearing resistanceMONNET, J; BIARD, C.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 555-559, isbn 90-5410-891-6Conference Paper

Interférence de semelles filantes dans le domaine plastique = Plastic interference of strip footingsRYBAK, C; KONDERLA, P.Revue française de géotechnique. 1993, Num 64, pp 5-9, issn 0181-0529Article

Comparison of woven and nonwoven geotextile reinforcement using stress path testsBAYKAL, G; GULER, E; AKKOL, O et al.International symposium on earth reinforcement practice. 1992, pp 23-28Conference Paper

The interpretation of pressuremeter tests in weak rock - theoretical analysis = L'interprétation d'essais pressiométriques dans des roches faibles - Etude théoriqueHABERFIELD, C.M; JOHNSTON, I.W.International symposium on pressuremeters. 3. 1990, pp 169-178Conference Paper

Vane shear test application on cohesionless soils = L'application du scissomètre aux sols non-cohérentsBARROS, P.L.A; BARROS, C.L.A.Congrès international de mécanique des sols et des travaux de fondations. 12. 1989, pp 171-174Conference Paper

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