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Model tests for pullout resistance of vertical anchors in clay = Essai sur modèle de la résistance à l'arrachement d'ancres verticales dans l'argileDAS, B. M; TARQUIN, A. J; MORENO, R et al.Civil engineering for practicing and design engineers. 1985, Vol 4, Num 2, pp 191-209, issn 0277-3775Article

An example of peat flow near Prince Rupert, British Columbia = Exemple de coulée de tourbe près de Prince Rupert, Colombie BritanniqueHUNGR, O; EVANS, S. G.Canadian geotechnical journal. 1985, Vol 22, Num 2, pp 246-249, issn 0008-3674Article

Virus movement in soil during saturated and unsaturated flowLANCE, J. C; GERBA, C. P.Applied and environmental microbiology (Print). 1984, Vol 47, Num 2, pp 335-337, issn 0099-2240Article

Infiltration in saturated swelling soils and slurries: exact solutions for constant supply rateBROADBRIDGE, P.Soil science. 1990, Vol 149, Num 1, pp 13-22, issn 0038-075XArticle

Laboratory study of compressional liquefactionVEYERA, G. E; CHARLIE, W. A.Journal of geotechnical engineering. 1990, Vol 116, Num 5, pp 790-804, issn 0733-9410Article

Rapid expansion of a cylindrical cavity in a rate-type soil = Dilatation rapide d'une cavité cylindrique dans un sol type a caractéristiques spécialesDAVIS, R. O; SCOTT, R. F; MULLENGER, G et al.International journal for numerical and analytical methods in geomechanics. 1984, Vol 8, Num 2, pp 125-140, issn 0363-9061Article

Use of charts for reliability-based design of embankments on saturated clay layer = Utilisation de diagramme pour le calcul basé sur la fiabilité de remblais sur couche d'angle saturéeMATSUO, M; SUZUKI, H.Soils and foundations. 1983, Vol 23, Num 3, pp 13-26, issn 0038-0806Article

1 g small-scale modelling of saturated cohesive soilsBRAY, J. D; SEED, R. B; SEED, H. B et al.ASTM geotechnical testing journal. 1993, Vol 16, Num 1, pp 46-53, issn 0149-6115Article

A bearing capacity correction for strain-softening saturated clays = Correction de la capacité portante pour des argiles saturées dont la déformation s'accroît quand la contrainte baisseKALTEZIOTIS, N. A; MENZIES, B. K; TARZI, A. I et al.Ground engineering. 1984, Vol 17, Num 5, pp 30-31, issn 0017-4653Article

The soil wates diffusivity near saturationCLOTHIER, B. E; WOODING, R. A.Soil Science Society of America journal. 1983, Vol 47, Num 4, pp 636-640, issn 0361-5995Article

The Velocity of Shear Waves in Saturated SoilWHALLEY, W. R; JENKINS, M; ATTENBOROUGH, K et al.Soil Science Society of America journal. 2011, Vol 75, Num 5, pp 1652-1657, issn 0361-5995, 6 p.Article

The shearing resistance of saturated days = Résistance au cisaillement d'argiles saturéesALLAM, M. M; SRIDHARAN, A.Geotechnique. 1984, Vol 34, Num 1, pp 119-122, issn 0016-8505Article

PONDED INFILTRATION INTO SIMPLE SOIL SYSTEMS. I: THE SATURATION AND TRANSITION ZONES IN THE MOISTURE CONTENT PROFILESBOND WJ; COLLIS GEORGE N.1981; SOIL SCI.; USA; DA. 1981; VOL. 131; NO 4; PP. 202-209; BIBL. 27 REF.Article

An assessment of the Beerkan method for determining the hydraulic properties of a sandy loam soilAIELLO, R; BAGARELLO, V; BARBAGALLO, S et al.Geoderma (Amsterdam). 2014, Vol 235-236, pp 300-307, issn 0016-7061, 8 p.Article

Modelling the boring of curves in (very) soft soils during microtunnellingBROERE, W; FAASSEN, T. F; ARENDS, G et al.Tunnelling and underground space technology. 2007, Vol 22, Num 5-6, pp 600-609, issn 0886-7798, 10 p.Article

Experimental Investigation of the Desiccation Cracking Behavior of Soil Layers during DryingTANG, Chao-Sheng; BIN SHI; CHUN LIU et al.Journal of materials in civil engineering. 2011, Vol 23, Num 6, pp 873-878, issn 0899-1561, 6 p.Article

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CONSOLIDATION UNIDIMENSIONNELLE DU SOL TENANT COMPTE DU FLUAGE DE LA STRUCTURE ET D'UNE POROSITE VARIABLE.SUKHAREV BV.1978; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1978; NO 3; PP. 50-55; BIBL. 6 REF.Article

Factor of safety in a partially saturated slope inferred from hydro-mechanical continuum modelingBORJA, Ronaldo I; WHITE, Joshua A; XIAOYU LIU et al.International journal for numerical and analytical methods in geomechanics (Print). 2012, Vol 36, Num 2, pp 236-248, issn 0363-9061, 13 p.Article

The axisymmetric consolidation of a semi-infinite transversely isotropic saturated soilCHEN, S. L; CHEN, L. Z; ZHANG, L. M et al.International journal for numerical and analytical methods in geomechanics. 2005, Vol 29, Num 13, pp 1249-1270, issn 0363-9061, 22 p.Article

Elastoplastic soil constitutive laws generalized to partially saturated statesBOLZON, G; SCHREFLER, B. A; ZIENKIEWICZ, O. C et al.Geotechnique. 1996, Vol 46, Num 2, pp 279-289, issn 0016-8505Article

Scaling of Richards' equation for infiltration and drainageWARRICK, A.W; HUSSEN, A.A.Soil Science Society of America journal. 1993, Vol 57, Num 1, pp 15-18, issn 0361-5995Article