The shearing resistance of saturated clays = La résistance au cisaillement des argiles saturéesALLAM, M. M; SRIDHARAN, A.Geotechnique. 1984, Vol 34, Num 1, pp 119-122, issn 0016-8505Article

In-situ shear box test apparatus = Boîte de cisaillement pour essai sur le terrainMALHOTRA, B. R.International Association of Engineering Geology. International congress. 4. 1982, pp 227-231Conference Paper

Influence of absorbed moisture on surface hydrophobization of ethanol pretreated and plasma treated ramie fibersZHOU ZHOU; JILONG WANG; XIAO HUANG et al.Applied surface science. 2012, Vol 258, Num 10, pp 4411-4416, issn 0169-4332, 6 p.Article

Effects of different fluorination routes on aramid fiber surface structures and interlaminar shear strength of its compositesJIE GAO; YUNYANG DAI; XU WANG et al.Applied surface science. 2013, Vol 270, pp 627-633, issn 0169-4332, 7 p.Article

Improvement of surface wettability and interfacial adhesion of poly-(p-phenylene terephthalamide) by incorporation of the polyamide benzimidazole segmentCAI, Ren-Qin; TAO PENG; WANG, Feng-De et al.Applied surface science. 2011, Vol 257, Num 22, pp 9562-9567, issn 0169-4332, 6 p.Article

A possible critical state framework for unsaturated compacted soilsTARANTINO, A.Geotechnique. 2007, Vol 57, Num 4, pp 385-389, issn 0016-8505, 5 p.Article

Anisotropic Strength Evaluation of Clay Reinforced with Grout PilesSU, S. F.Journal of geotechnical and geoenvironmental engineering. 2009, Vol 135, Num 10, pp 1529-1537, issn 1090-0241, 9 p.Article

Stability Analysis When Using an Engineered Berm to Increase Landfill SpaceXUEDE QIAN; KOERNER, Robert M.Journal of geotechnical and geoenvironmental engineering. 2009, Vol 135, Num 8, pp 1082-1091, issn 1090-0241, 10 p.Article

Fatigue performance of sandwich beams with a pyramidal coreCOTE, F; FLECK, N. A; DESHPANDE, V. S et al.International journal of fatigue. 2007, Vol 29, Num 8, pp 1402-1412, issn 0142-1123, 11 p.Article

Prediction of residual friction angle of clays using artificial neural networkSARAT KUMAR DAS; PRABIR KUMAR BASUDHAR.Engineering geology. 2008, Vol 100, Num 3-4, pp 142-145, issn 0013-7952, 4 p.Article

The contribution of frictional contacts to the shear strength of coarse glass bead powders and slurriesPOLOSKI, Adam P; BREDT, Paul R; DANIEL, Richard C et al.Rheologica acta. 2006, Vol 46, Num 2, pp 249-259, issn 0035-4511, 11 p.Article

Soil strength, slope, and rainfall intensity effects on interrill erosiolWATSON, D. A; LAFLEN, J. M.Transactions of the ASAE. 1986, Vol 29, Num 1, pp 98-102, issn 0001-2351Article

Deformation phenomena in jointed rock = Phénomène de déformation dans les roches diaclaséesBARTON, N. R.Geotechnique. 1986, Vol 36, Num 2, pp 147-167, issn 0016-8505Article

The shear strength of partly saturated soils = La résistance au cisaillement des sols partiellement saturésESCARIO, V; SAEZ, J.Geotechnique. 1986, Vol 36, Num 3, pp 453-456, issn 0016-8505Article

Nové skúšobné zariadenia na zistóvanie pevnosti a pretvárnych vlastností hornín v teréne = Les nouveaux mécanismes d'essai pour la vérification de la solidité et de la ductilité de roches sur le terrainGROMA, B; BOHYNIK, J.Mineralia Slovaca. 1985, Vol 17, Num 5, pp 471-474, issn 0369-2086Article

Zur Stabilisierung von I-Trägern durch Gitterroste = Stabilisation de poutres en I par maillage au sol = Stabilizing of I-beams by flooring gridsLINDNER, J; STICKEL, I.Der Stahlbau. 1985, Vol 54, Num 12, pp 369-374, issn 0038-9145Article

Ultimate shear strength and deformation of soils = Résistance limite au cisaillement et déformabilité des solsKRYZHANOVSKY, A. L; TER-MARTIROSYAN, Z. G.International conference on soil mechanics and foundation engineering. 11. 1985, pp 543-548Conference Paper

Study on the phase behavior of a toughened epoxy adhesive and its bond-strength properties at liquid nitrogen temperatureXIAOLONG HU; PENGCHENG HUANG.Journal of adhesion science and technology. 2004, Vol 18, Num 7, pp 807-815, issn 0169-4243, 9 p.Article

On the inffluence of organic content on the undrained shear strength of cohesive soils = L'influence du teneur de la matière organique sur la résistance au cisaillement non drainée des sols cohésifsSLUNGA, E; HELANDER, R.International conference on soil mechanics and foundation engineering. 11. 1985, pp 2349-2352Conference Paper

The effect of chemical contamination on soil strenght = L'effet de la pollution chimique sur la résistance du solKUMAPLEY, N. K; ISHOLA, A.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1199-1201Conference Paper

Undrained strength characteristics of normally consolidated aged clay = Caractéristiques de résistance au cisaillement d'argiles non drainées. Augmentation de la résistance au cisaillement en milieu non drainé à cause de la compression secondaire ― DiscussionSCHMERTMANN, J. H.Soils and foundations. 1984, Vol 24, Num 1, pp 158-160, issn 0038-0806Article

Tension failure criteria for plain concrete masonry = Critères de rupture en traction pour maçonnerie ordinaireDRYSDALE, R. G; HAMID, A. A.Journal of structural engineering (New York, NY). 1984, Vol 110, Num 2, pp 228-244, issn 0733-9445Article

Comportement de pieux ou tubes à l'arrachementLEVACHER, D; SIEFFERT, J.-G.Bilans et perspectives Génie Civil. Journées universitaires. 2. 1984, pp 325-338Conference Paper

On the use of drained or undrained shear strength and effective stress parameters in slope stability calculations = Utilisation de la résistance-cisaillement dans des conditions de drainage et de non drainage et des paramètres de contrainte effective dans les calculs de stabilité des pentesLARSSON, R.Rapport - Statens geotekniska institut. 1983, Num 17, pp 185-203, issn 0348-0755Article

Strength evaluation of detrital rock fill materials = Evaluation de la résistance au cisaillement de roches détritiques de remblaiMALHOTRA, B. R; BHASKAR, S. K.International Association of Engineering Geology. International congress. 4. 1982, pp 233-242Conference Paper