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EFFECTIVE STRESS-STRAIN-STRENGTH MODEL FOR SOILSPREVOST JH; HOEG K.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 3; PP. 259-278; BIBL. 2 P.; 9 ILL.Article

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

VARIATION OF EFFECTIVE AND INTERNAL STRESSES DURING CYCLIC STRAINING IN ALPHA -ZIRCONIUMMIURA S; UMEDA K.1973; SCRIPTA METALLURG.; E.U.; DA. 1973; VOL. 7; NO 4; PP. 337-344; BIBL. 9 REF.Serial Issue

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

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

Axially loaded piles in layered soilLEE, S. L; KOG, Y. C; KARUNARATNE, G. P et al.Journal of geotechnical engineering. 1987, Vol 113, Num 4, pp 366-381, issn 0733-9410Article

Eigenstates of kinked dislocations in crystalsMANN, E.Physica status solidi. B. Basic research. 1987, Vol 144, Num 1, pp 115-127, issn 0370-1972Article

Micromechanical computational modeling of expansive porous mediaMURAD, Marcio A; MOYNE, Christian.Comptes rendus. Mécanique. 2002, Vol 330, Num 12, pp 865-870, issn 1631-0721, 6 p.Article

INTERNAL STRESSES AND THE NATURE OF OBSTACLES FOR DISLOCATIONS IN PBS CRYSTALSUROSOVSKAYA AA; KNAB GG.1980; PHYS. STATUS SOLIDI (A), APPL. RES.; ISSN 0031-8965; DDR; DA. 1980; VOL. 61; NO 2; PP. K203-K206; BIBL. 6 REF.Article

MEASUREMENT OF EFFECTIVE AND INTERNAL STRESSES OF CD AND CD+AG SINGLE CRYSTALS AT ROOM TEMPERATURE = MESURE DE LA CONTRAINTE EFFECTIVE ET DE LA CONTRAINTE INTERNE DANS DES MONOCRISTAUX DE CD ET DE CD+AG A LA TEMPERATURE AMBIANTEHAMERSKY M; RYNDOVA A; NAVRATIL V et al.1979; SCRIPTA FAC. SCI. NAT. UNIV. PURKYN. BRUN.; CSK; DA. 1979; VOL. 9; NO 6; PP. 61-67; ABS. RUS; BIBL. 6 REF.Article

WAVE-INDUCED PORE PRESSURES AND EFFECTIVE STRESSES IN A POROUS BED = PRESSION INTERSTITIELLE ET CONTRAINTES EFFECTIVES ENGENDREES PAR LES VAGUES DANS UNE COUCHE POREUSEMADSEN OS.1978; GEOTECHNIQUE; GBR; DA. 1978; VOL. 28; NO 4; PP. 377-393; ABS. FRE; BIBL. 20 REF.Article

MESURE EN PLACE DE LA PRESSION INTERSTITIELLE.CHAUVINEAU; DUCASSE; KHIZARDJIAN et al.1977; LAB. CENTR. PONTS CHAUSS., NOTE INFORM. TECH.; FR.; DA. 1977-12; PP. 1-16; BIBL. 8 REF.; 16 ILL.Serial Issue

TESTING PROCEDURE EFFECTS ON DYNAMIC SOIL BEHAVIORSILVER ML; PARK TK.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 10; PP. 1061-1083; BIBL. 17 REF.Article

THE SHAFT RESISTANCE OF AXIALLY LOADED PILES IN CLAY = RESISTANCE DU FUT DE PIEUX CHARGES AXIALEMENT DANS DE L'ARGILEPOTTS DM; MARTINS JP.1983; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1983; VOL. 32; NO 4; PP. 369-386; BIBL. 15 REF.Article

TERRASSEMENTS ROUTIERS. COMPORTEMENT DES SOLS SUPPORTS DE CHAUSSEES A L'APPAREIL TRIAXIAL A CHANGEMENTS REPETESPAUTE J.1983; BULL. LIAISON LAB. PONTS CHAUSS.; ISSN 0458-5860; FRA; DA. 1983; NO 124; PP. 101-114; ABS. ENG/GER/SPA/RUS; BIBL. 18 REF.Article

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