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MECHANISMS CONTROLLING THE SECONDARY COMPRESSION OF CLAYSSRIDHARAN A; RAO AS.1982; GEOTECHNIQUE; GBR; DA. 1982; VOL. 32; NO 3; PP. 249-260; BIBL. 24 REF.Article

BACTERIAL UTILIZATION OF SIMPLE ALCOHOLS AND THEIR INFLUENCE ON SATURATED HYDRAULIC CONDUCTIVITYFRANKENBERGER WT; TROEH FR.1982; SOIL SCI. SOC. AM. J.; USA; DA. 1982; VOL. 46; NO 3; PP. 535-538; BIBL. 14 REF.Article

ESTIMATION OF SATURATED HYDRAULIC CONDUCTIVITY FROM SOIL MORPHOLOGICAL AND GENETIC INFORMATIONKING JJ; FRANZMEIER DP.1981; SOIL SCI. SOC. AM. J.; USA; DA. 1981; VOL. 45; NO 6; PP. 1153-1156; BIBL. 16 REF.Article

NONDESTRUCTIVE SOIL BULK DENSITY MEASUREMENTS BY X-RAY ATTENUATION = MESURES NON DESTRUCTIVES DE LA DENSITE LENTE DU SOL PAR ATTENUATION DES RXBEEN K.1982; GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1982; VOL. 4; NO 4; PP. 169-176; BIBL. 11 REF.Article

UPPER LIMIT OF HEAVING PRESSURE DERIVED BY PORTE-WATER PRESSURE MEASUREMENTS OF PARTIALLY FROZEN SOIL = SUR LA LIMITE DE PRESSION DE SOULEVEMENT DERIVEE DES MESURES DE PRESSION INTERSTITIELLE DE SOL PARTIELLEMENT GELETAKASHI T; OHRAI T; YAMAMOTO H et al.1981; ENG. GEOL.; ISSN 0013-7952; NLD; DA. 1981; VOL. 18; NO 1-4; PP. 245-257; BIBL. 18 REF.Conference Paper

ENGINEERING PROPERTIES OF SABKHA SOILS IN THE BENGHAZI PLAIN AND CONSTRUCTION PROBLEMS = PROPRIETES TECHNOLOGIQUES DES SOLS DE SABKHA DE LA PLAINE DE BENGHASI ET PROBLEMES DE CONSTRUCTIONKHAN IH; HASNAIN SI.1981; ENG. GEOL.; ISSN 0013-7952; NLD; DA. 1981; VOL. 17; NO 3; PP. 175-183; BIBL. 10 REF.Article

Permeability determination from on-the-fly piezocone soundingELSWORTH, Derek; DAE SUNG LEE.Journal of geotechnical and geoenvironmental engineering. 2005, Vol 131, Num 5, pp 643-653, issn 1090-0241, 11 p.Article

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

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

A SIMPLE PIEZOMETER PROBE FOR THE ROUTINE MEASUREMENT OF PORE PRESSURE IN TRIAXIAL TESTS ON SATURED SOILSHIGHT DW.1982; GEOTECHNIQUE; GBR; DA. 1982; VOL. 32; NO 4; PP. 396-401; BIBL. 11 REF.Article

ECOLOGICAL EFFECTS OF HIGHWAY FILL ON WETLANDS: EXAMPLES FROM THE FIELDSHULDINER PW; COPE DF.1979; TRANSP. RES. REC.; ISSN 0361-1981; USA; DA. 1979; NO 736; PP. 29-37; BIBL. 7 REF.Article

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

Prediction of compressibility of over consolidated uncemented soilsNAGARAJ, T. S; SRINIVASA MURTHY, B. R.Journal of geotechnical engineering. 1986, Vol 112, Num 4, pp 484-488, issn 0733-9410Article

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

Cross-Well Radar. I: Experimental Simulation of Cross-Well Tomography and ValidationFARID, Arvin; ALSHAWABKEH, Akram N; RAPPAPORT, Carey M et al.Journal of geotechnical and geoenvironmental engineering. 2009, Vol 135, Num 9, pp 1209-1218, issn 1090-0241, 10 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

Improved Approach to Construct Constitutive Surfaces for Stable-Structured Soils Covering Both Saturated and Unsaturated ConditionsXIONG ZHANG; BRIAUD, Jean-Louis.Journal of geotechnical and geoenvironmental engineering. 2008, Vol 134, Num 6, pp 876-882, issn 1090-0241, 7 p.Article

A field assessment of the Simplified Falling Head technique to measure the saturated soil hydraulic conductivityBAGARELLO, V; D'ASARO, F; IOVINO, M et al.Geoderma (Amsterdam). 2012, Vol 187-88, pp 49-58, issn 0016-7061, 10 p.Article

A COUPLED MPM-FDM ANALYSIS METHOD FOR MULTI-PHASE ELASTO-PLASTIC SOILSHIGO, Yosuke; OKA, Fusao; KIMOTO, Sayuri et al.Soils and foundations. 2010, Vol 50, Num 4, pp 515-532, issn 0038-0806, 18 p.Conference Paper

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

FIELD VS. LABORATORY DETERMINED HYDRAULIC CONDUCTIVITIES OF SOME SLOWLY PERMEABLE HORIZONSWATTS FC; HUCKLE HF; PAETZOLO RF et al.1982; SOIL SCI. SOC. AM. J.; USA; DA. 1982; VOL. 46; NO 4; PP. 782-784; BIBL. 15 REF.Article

THE ANALYSIS OF FINITE ELASTO-PLASTIC CONSOLIDATIONCARTER JP; BOOKER JR; SMALL JC et al.1979; INTERNATION J. NUMER. ANAL. METHODS GEOMECH.; GBR; DA. 1979; VOL. 3; NO 2; PP. 107-129; BIBL. 32 REF.Article

A METHOD TO ESTIMATE THE DEGREE OF CONSOLIDATION OF A NON-HOMOGENEOUS CLAY LAYER.BINH LE LY.1978; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; GBR; DA. 1978; VOL. 2; NO 4; PP. 405-409; BIBL. 3 REF.Article

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