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Results 1 to 25 of 659

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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

INITIAL DEVELOPMENT OF A GENERAL EFFECTIVE STRESS METHOD FOR THE PREDICTION OF AXIAL CAPACITY FOR DRIVEN PILES IN CLAY.ESRIG MI; KIRBY RC; BEA RG et al.1977; IN: ANNU. OFFSHORE TECHNOL. CONF. 9. PROC.; HOUSTON, TEX., 1977; DALLAS, TEX.; OFFSHORE TECHNOL. CONF.; DA. 1977; VOL. 3; PP. 495-506; BIBL. 22 REF.Conference Paper

POROUS MEDIUM DEFORMATION IN MULTIPHASE FLOWBEAR J; PINOER GF.1983; J. GEOTECH. ENG.; USA; DA. 1983; VOL. 109; NO 5; PP. 734-737; BIBL. 6 REF.Article

STRESS DIP TECHNIQUE FOR EFFECTIVE STRESS DETERMINATION IN CYCLIC STRAINING = TECHNIQUE DE LA REDUCTION DE LA CONTRAINTE POUR LA MESURE DE LA CONTRAINTE EFFECTIVE DANS UNE DEFORMATION CYCLIQUEPOLAK J; KLESNIL M; HELESIC J et al.1979; SCR. METALL.; ISSN 0036-9748; USA; DA. 1979; VOL. 13; NO 9; PP. 847-850; BIBL. 6 REF.Article

EFFECTIVE STRESS CAPACITY MODEL FOR PILES IN CLAY = MODELE DE CAPACITE DE CONTRAINTE EFFECTIVE DE PIEUX DANS L'ARGILEKRAFT LM JR.1982; PROC. AM. SOC. CIV. ENG., J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 08; NO GT11; PP. 1387-1404; BIBL. 19 REF.Article

FOURTH CANADIAN GEOTECHNICAL COLLOQUIUM: STRENGTH AND SLOPE STABILITY IN CANADIAN SOFT CLAY DEPOSITS = QUATRIEME COLLOQUE CANADIEN DE GEOTECHNIQUE: RESISTANCE ET STABILITE DES TALUSLEFEBVRE G.1981; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1981; VOL. 18; NO 3; PP. 420-442; ABS. FRE; BIBL. 1 P.Article

MEASURING EARTH PRESSURES IN EMBANKMENT DAMSPENMAN ADM.1979; WAT. POWER DAM CONSTR.; GBR; DA. 1979; VOL. 31; NO 6; PP. 29-34; BIBL. 13 REF.Article

BERECHNUNG UND KONSTRUKTION EINER VORGESPANNTEN DURCHLAUFPLATTE. = CALCUL ET REALISATION D'UNE DALLE CONTINUE PRECONTRAINTE EVIDEEJEROMIN W.1978; BAUINGENIEUR; DTSCH.; DA. 1978; VOL. 53; NO 2; PP. 65-69; BIBL. 4 REF.Article

DER EINFLUSS DER QUERVORSPANNUNG IM BALKENBEREICH BEI PLATTEN-BALHENBRUECKEN. = INFLUENCE DE LA PRECONTRAINTE TRANSVERSALE AU VOISINAGE DES POUTRES DES PONTS A DALLE NERVUREELACHMANN H.1976; BAUINGENIEUR; DTSCH.; DA. 1976; VOL. 51; NO 11; PP. 421-424; BIBL. 6 REF.Article

LA PRECONTRAINTE DANS LE BATIMENTFUENTES A.1983; ; FRA; PARIS: EYROLLES; DA. 1983; X-146 P.; 25 CMBook

MECHANISMS CONTROLLING THE SECONDARY COMPRESSION OF CLAYS = MECANISMES REGISSANT LA COMPRESSION SECONDAIRE DES ARGILESSRIDHARAN A; RAO AS.1982; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1982; VOL. 32; NO 3; PP. 249-260; ABS. FRE; BIBL. 24 REF.Article

STABILITY CHARTS FOR EFFECTIVE STRESS ANALYSIS OF NONHOMOGENEOUS EMBANKMENTS = DIAGRAMMES DE STABILITE POUR L'ANALYSE DE CONTRAINTE EFFECTIVE DE REMBLAIS NON HOMOGENESHUANG Y.1980; TRANSP. RED. REC.; ISSN 0361-1981; USA; DA. 1980; NO 749; PP. 72-74; BIBL. 6 REF.Article

SHEAR STRENGTH BEHAVIOUR OF SATURATED CLAYS AND THE ROLE OF THE EFFECTIVE STRESS CONCEPT = RESISTANCE AU CISAILLEMENT DES ARGILES SATUREES ET ROLE DU CONCEPT DE CONTRAINTE EFFECTIVESRIDHARAN A; VENKATAPPA RAO G.1979; GEOTECHNIQUE; GBR; DA. 1979; VOL. 29; NO 2; PP. 177-193; BIBL. 19 REF.Article

THE WORK IMPUT TO A GRANULAR MATERIAL = PUISSANCE ENERGETIQUE D'UN MATERIAU GRANULAIREHOULSBY GT.1979; GEOTECHNIQUE; GBR; DA. 1979; VOL. 29; NO 3; PP. 354-358; BIBL. 3 REF.Article

EFFECTIVE STRESS ANALYSIS OF THE STABILITY OF EMBAULEMENTS ON SOFT SOILS = LE CALCUL DE STABILITE EN CONTRAINTE EFFECTIVE DE REMBLAIS SUR SOLS MOUSPILOT G; TRAK B; LA ROCHELLE P et al.1982; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1982; VOL. 19; NO 4; PP. 433-450; ABS. FRE; BIBL. 46 REF.Article

INVESTIGATION OF LAND SUBSIDENCE IN THE BANGKOK AREA, THAILAND = ETUDE DE LA SUBSIDENCE DES TERRAINS DANS LA REGION DE BANGKOK, THAILANDENUTALAYA P; PREMCHITT J.1981; BULL. LIAISON LAB. PARTS ET CH.; ISSN 0458-5860; FRA; DA. 1981; NO 10; NO SPEC.; PP. 63-70; ABS. FRE; BIBL. 8 REF.Conference Paper

PORE PRESSURE DISSIPATION DURING EXCAVATION = DISSIPATION DE LA PRESSION INTERSTITIELLE AU COURS DE L'EXCAVATIONOSAIMI AE; CLOUGH GW.1979; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG. DIV.; USA; DA. 1979; VOL. 105; NO 4; PP. 481-498; BIBL. 16 REF.Article

STABILITY COEFFICIENTS FOR SIDEHILL BENCHES.HUANG YH.1977; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 5; PP. 467-481; BIBL. 6 REF.Article

EFFECTIVE STRESS FINITE ELEMENT SLOPE ANALYSIS.BYRNE PM.sdIN: SLOPE STAB. CAN. GEOTECH. CONF. 29; VANCOUVER, B.C.; 1976; S.L.; DA. S.D.; PP. VIII.35-VIII.55; ABS. FR.; BIBL. 12 REF.Conference Paper

Effective stress concept on multi-scale swelling soilsNOWAMOOZ, Hossein.Applied clay science. 2014, Vol 101, pp 205-214, issn 0169-1317, 10 p.Article

Décomposition de Kelvin et concept de contraintes effectives multiples pour les matériaux anisotropes = Kelvin decomposition and multiple effective stresses concept in anisotropic materialsDESMORAT, Rodrigue.Comptes rendus. Mécanique. 2009, Vol 337, Num 11-12, pp 733-738, issn 1631-0721, 6 p.Article

Formation Pore Pressure Prediction Using Velocity Inversion in Southwest IranETMINAN, M; JAMALI, J; ALI RIAHI, M et al.Petroleum science and technology. 2012, Vol 30, Num 1-4, pp 28-34, issn 1091-6466, 7 p.Article

Méthode de calcul des contraintes efficaces lors des déformations élasto-plastiquesKUZ'MIN, V. R; PROKHOROV, V. A.Mašinovedenie. 1986, Num 1, pp 66-70, issn 0025-4576Article

A Modified Approach to Predict Pore Pressure Using the D Exponent Method: An Example from an Oil Field, South of IranSHAJARI, M.Petroleum science and technology. 2013, Vol 31, Num 9-12, pp 1008-1017, issn 1091-6466, 10 p.Article

Estimating Formation Pore Pressure in Tectonic Compression ZonesZHI, Y; HONGHAI, F; GANG, L et al.Petroleum science and technology. 2012, Vol 30, Num 5-8, pp 766-774, issn 1091-6466, 9 p.Article

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