Estimation of minimum undrained shear strength for flow liquefaction using the CPTROBERTSON, P. K.International Conference on earthquake geotechnical engineering. 1999, pp 1021-1028, isbn 90-5809-116-3Conference Paper

Slope stability analysis with modified shear strength reduction techniqueCALA, M; FLISIAK, J; TADJUS, A et al.International Symposium on Landslides. 2004, pp 1085-1089, isbn 04-1535-667-9, 5 p.Conference Paper

EDGEWISE SHEAR PROPERTIES OF 3-PLY, 4-PLY AND 5-PLY 1/2-INCH SOUTHERN PINE PLYWOODCHIU YM; BIBLIS EJ.1973; FOREST PROD. J.; U.S.A.; DA. 1973; VOL. 23; NO 1; PP. 51-55; BIBL. 9 REF.Serial Issue

Strength testing and SEM imaging of hydroxide-catalysis bonds between siliconVAN VEGGEL, A. A; SCOTT, J; SKINNER, D. A et al.Classical and quantum gravity (Print). 2009, Vol 26, Num 17, issn 0264-9381, 175007.1-175007.13Article

Probabilistic characterization of shear strength using results of direct shear tests. Discussion = Caractérisation probabiliste de la résistance au cisaillement des essais directs de cisaillementMILLER, S. M; BORGMAN, L. E.Geotechnique. 1985, Vol 35, Num 2, pp 231-233, issn 0016-8505Article

Measurements of shear strain in soils with new gauges = Mesure des efforts de cisaillement dans les sols à l'aide de nouvelles gaugesSAWAGUCHI, M.Soils and foundations. 1984, Vol 24, Num 1, pp 148-150, issn 0038-0806Article

Shear strength in principal plane of woodLIU, J. Y; FLOETER, L. H.Journal of engineering mechanics. 1984, Vol 110, Num 6, pp 930-936, issn 0733-9399Article

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

Residual shear strength of a calcareous soil from a landslide in Pernambuco, BrazilSILVA, M. M; COUTINHO, R. C; LACERDA, W. A et al.International Symposium on Landslides. 2004, pp 675-680, isbn 04-1535-667-9, 6 p.Conference Paper

Determination of undrained shear strength of soft clays by pressuremeter testsSILVESTRI, V.The pressuremeter and its new avenues. International symposium. 1995, pp 231-238Conference Paper

Undrained shear strength of norwegian clays estimated by neural networksKURUP, P. U; DUDANI, N. K.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 437-440, isbn 90-2651-853-6, 3VolConference Paper

Complex geology slope stability analysis under shear strength reductionCALA, M; FLISIAK, J.International FLAC symposium. 2003, pp 99-102, isbn 90-5809-581-9, 4 p.Conference Paper

Lessons learned from slopes stability studiesLORIG, L.International FLAC Symposium on Numerical Modeling in Geomechanics. 1999, pp 17-21, isbn 90-5809-074-4Conference Paper

Shear strength parameters from back-analysis of single slipsWESLEY, L. D; LEELARATNAM, V.Geotechnique. 2001, Vol 51, Num 4, pp 373-374, issn 0016-8505Article

Influence of degree of mobilization of shear strength on slope stabilityANDREI, S. V; MANEA, S; JIANU, L et al.ISL'96 : International Symposium on landslidesSymposium international sur les glissements de terrain. 1996, pp 1149-1154, isbn 90-5410-819-3Conference Paper

Use of fuzzy sets for evaluating shear strength of soilsPOON HWEI CHUANG.Computers and geotechnics. 1995, Vol 17, Num 4, pp 425-446, issn 0266-352XArticle

The shear strength of partly saturated soils [(1986). Géotechnique 36, No. 3, 453-456]. Discussion. Reply = La résistance au cisaillement des sols partiellement saturés (1986). Géotechnique 36 no 3-453-4561. Discussion. RéponseESCARIO, V; SAEZ, J; SCHREINER, H. D et al.Geotechnique. 1987, Vol 37, Num 4, pp 523-524, issn 0016-8505Article

The effect of moisture on the crushing strength of aggregates of loamy soil of various density levelsLIPIEC, J; TARKIEWICZ, S.Polish journal of soil science. 1986, Vol 19, Num 1-2, pp 27-31, issn 0079-2985Article

Prise en compte du béton dans la résistance au cisaillement des voiles en béton armé = Taking the concrete into account in the shear strength of reinforced concrete shellsBOUCHON, M; RAMBACH, J.-M.Colloque national de génie parasismique. 1. 1986, pp 6.63-6.72Conference Paper

A constitutive law for shear behavior of rock joints = Loi régissant le comportement au cisaillement des joints de rochesJANARDHANAM, R; KANE, W. F.US symposium on rock mechanics. 26. 1985, pp 395-402Conference Paper

Some considerations of Patton model on rock joint shear strengthDOI, M; OHTSUKA, S.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 799-804, isbn 90-5809-081-7Conference Paper

Performance of grouted bolts in squeezing rockBLUMEL, M.EUROCK'96, ISRM International symposium. 1996, pp 885-891, isbn 90-5410-843-6, 2VolConference Paper

Efeito de escala na deformabilidade e resistência dos maciços rochosos = Echelle de déformation et de résistance des massifs rocheuxGRAÇA, J. G.1989, Vol 55, pp 47-55, issn 0379-9522Article

Soil parameters for determining the specific ploughing resistanceBULINSKI, J.1986, Num 20, pp 25-31Article