UNIFORM CYCLES IN EARTHQUAKES; A STATISTICAL STUDY = CYCLES UNIFORMES DANS LES SEISMES: UNE ETUDE STATISTIQUEHALDAR A; PRAKASH SHAMSHER ED.1981; INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS; VOL. I; USA; ROLLA, MO:UNIV. MO. AT ROLLA; DA. 1981; PP. 195-198; BIBL. 8 REF.; 1 TAB. ; ILL.Conference Paper

ETUDE EXPERIMENTALE DU COMPORTEMENT D'UNE VASE SOUS CHARGEMENT CYCLIQUEPECKER A; DUPAS JM.1981; REV. FR. GEOTECH.; ISSN 0181-0529; FRA; DA. 1981; NO 15; PP. 59-73; ABS. ENG; BIBL. 7 REF.; 1 TAB. ; ILL./TABL.Article

CONSIDERATIONS IN UNDISTURBED SAMPLING OF SANDS = POINTS A CONSIDERER DANS LE PRELEVEMENTS DE SABLES SANS PERTURBATIONSSEED H BOLTON; SINGH SUKHMANDER; CHAN CLARENCE K et al.1982; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982-02; VOL. 108; NO GT2; PP. 265-283; BIBL. 23 REF.; 2 TAB. ; ILL.Article

NUMERICAL MODELLING OF SOIL RESPONSE TO CYCLIC LOADING USING "STRESS-REVERSAL SURFACES" = MODELISATION NUMERIQUE DE LA REPONSE D'UN SOL AUX CHARGEMENTS CYCLIQUES A L'AIDE DE LA TECHNIQUE DES "SURFACES DE RENVERSEMENT DE CONTRAINTES"NORRIS VA.1982; NUMERICAL MODELS IN GEOMECHANICS. INTERNATIONAL SYMPOSIUM/1982/ZURICH; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 38-49; BIBL. 1 P.; ILL.Conference Paper

SOME ASPECTS OF SKIN FRICTION OF PILES IN CLAY UNDER CYCLIC LOADING = QUELQUES ASPECTS DU FROTTEMENT LATERAL DANS L'ARGILE DES PIEUX SOUMIS A DES CHARGEMENTS CYCLIQUESPOULOS HG.1981; GEOTECH. ENG.; ISSN 0046-5828; THA; DA. 1981; VOL. 12; NO 1; PP. 1-17; BIBL. 8 REF.; 1 TAB. ; ILL./TABL.Article

A THEORETICAL STUDY OF THE CYCLIC SHAKEDOWN OF LATERALLY LOADED PILES = ETUDE THEORIQUE DE L'ADAPTATION PLASTIQUE CYCLIQUE DE PIEUX A CHARGEMENT LATERALSWANE IC; POULOS HG.1982; INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS. 4/1982/EDMONTON; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; VOL. 2; PP. 853-864; BIBL. 12 REF.; 2 TAB. ; ILL./TABL.Conference Paper

AUCLAJES: EJECUCION, PUESTA EN CARGA Y ENSAYOS = ANCRAGE: EXECUTION, MISE EN CHARGE ET ESSAISFARACO MUNOZ C.1982; BOL. INF. LAB. CARRET. GEOTEC.; ISSN 0210-9085; ESP; DA. 1982; NO 151; PP. 9-19; BIBL. 8 REF.; ILL.Article

DISCUSSION ON "DYNAMIC DEFORMATION AND FAILURE CHARACTERISTICS OF ROCKFILL MATERIAL SUBJECTED TO CYCLIC SHEAR LOADING UNDER VERTICAL VIBRATION" = DISCUSSION SUR "DEFORMATION DYNAMIQUE ET RUPTURE DES MATERIAUX DE REMBLAI SOUMIS A DES EFFORTS CISAILLEMENTS PAR DES VIBRATIONS VERTICALES"OHMACHI T.1981; SOILS FOUND.; ISSN 0038-0806; JPN; DA. 1981; VOL. 21; NO 4; PP. 122-125; BIBL. 3 REF.; ILL.Article

COMPORTEMENT D'UN MODELE ANALOGIQUE DE FONDATION SOUS CHARGEMENT CYCLIQUEAMOROS D; DEVEAUX D; HERNANDEZ R et al.1980; MECANIQUE DES SOLS APPLIQUEE. JOURNEES UNIVERSITAIRES GENIE CIVIL/1980/LYON; FRA; VILLEURBANNE: I.N.S.A. LAB. GEOTECH.; DA. 1980; PP. 248-262; BIBL. 7 REF.; ILL.Conference Paper

STRENGTH AND DEFORMATION CHARACTERISTICS OF SOFT SEDIMENTARY ROCK UNDER REPEATED AND CREEP LOADING = CARACTERISTIQUES DE RESISTANCE ET DE DEFORMATION DE ROCHES SEDIMENTAIRES POREUSES MOLLES SOUS CHARGEMENT REPETE ET DE FLUAGEAKAI K; OHNISHI Y.1983; INTERNATIONAL CONGRESS ON ROCK MECHANICS. 5/1983/MELBOURNE; NLD; ROTTERDAM A.A. BALKEMA; DA. 1983; VOL. 1; PP. A121-A124; ABS. FRE/GER; BIBL. 4 REF.; ILL.Conference Paper

CONSTITUTIVE EQUATIONS FOR GRANULAR MATERIALS IN CYCLIC LOADINGS = EQUATIONS CONSTITUTIVES DES MATERIAUX GRANULAIRES EN CHARGEMENTS CYCLIQUESOKA F.1982; DEFORMATION AND FAILURE OF GRANULAR MATERIALS. INTERNATIONAL UNION OF THEORETICAL AND APPLIED MECHANICS. SYMPOSIUM/1982/DELFT; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 297-306; BIBL. 15 REF.; ILL.Conference Paper

CYCLIC STRESS-STRAIN HISTORY AND SHEAR CHARACTERISTICS OF CLAYDISCUSSION AND CLOSURE = APPLICATION CYCLIQUE DE CONTRAINTES ET DE DEFORMATIONS ET CARACTERISTIQUES DES ARGILES SOUMISES A UN CISAILLEMENT; DISCUSSION ET CONCLUSIONKOUTSOFTAS DEMETRIOUS C; MATSUI TAMOTSU; OHARA HIDEO et al.1982; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982-01; VOL. 108; NO GT1; PP. 170-176; BIBL. 3 REF.Article

CYCLIC UNDRAINED STRESS-STRAIN BEHAVIOR OF DENSE SANDS BY TORSIONAL SIMPLE SHEAR TEST = REACTION DE SABLES DENSES A DES ESSAIS CYCLIQUES NON DRAINES DE CONTRAINTE-DEFORMATION A L'AIDE D'UN TEST DE TORSION PAR CISAILLEMENT SIMPLETATSUOKA F; MURAMATSU M; SASAKI T et al.1982; SOILS FOUND.; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 2; PP. 55-70; BIBL. 1 P.; 3 TAB. ; ILL./TABL.Article

DESCRIPTION OF CYCLIC BEHAVIOUR OF SANDS BY A NON-LINEAR INCREMENTAL CONSTITUTIVE LAW = DESCRIPTION DU COMPORTEMENT CYCLIQUE DE SABLES PAR UNE LOI INCREMENTALE NON LINEAIRE DE CONSTITUTIONDARVE F; THANOPOULOS Y.1982; DEFORMATION AND FAILURE OF GRANULAR MATERIALS. INTERNATIONAL UNION OF THEORETICAL AND APPLIED MECHANICS. SYMPOSIUM/1982/DELFT; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 201-212; BIBL. 1 P.; 2 TAB. ; TABL./ILL.Conference Paper

DYNAMIC, CYCLIC AND TRANSIENT ASPECTS IN SOIL ENGINEERING = ASPECTS DYNAMIQUES, CYCLIQUES ET TRANSITOIRES EN MECANIQUE DES SOLSLUONG MP.1982; NUMERICAL METHODS IN GEOMECHANICS. NATO ADVANCED STUDY INSTITUTE/1981/VIMEIRO; NLD; DORDRECHT: D. REIDEL; DA. 1982; PP. 531-539; BIBL. 6 REF.; ILL.Conference Paper

INFLUENCE OF CYCLIC STRESS HISTORY ON CYCLIC BEHAVIOUR OF A SAND = INFLUENCE DE L'HISTOIRE DE LA CONTRAINTE CYCLIQUE SUR LE COMPORTEMENT CYCLIQUE DU SABLEKVASNICKA P; SZAVITS NOSSAN A.1982; CONFERENCE ON SOIL DYNAMICS AND EARTHQUAKE ENGINEERING/1982/SOUTHAMPTON; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; VOL. 1; PP. 55-63; BIBL. 8 REF.; ILL.Conference Paper

LARGE MODEL FOOTING TESTS ON A SANDY CLAY TILL: MONOTONIC AND CYCLIC ECCENTRIC INCLINED LOADING = ESSAIS DE GRANDS MODELES DE SEMELLES SUR UN TILL D'ARGILE SABLEUSE: CHARGEMENT INCLINE EXCENTRIQUE MONOTONE ET CYCLIQUEREIS MARTINS MC.1982; SIMPOSIO INTERNACIONAL SOLRE INGENIERIA DE OFF SHORE. 3/1981/RIO DE JANEIRO; BRA; RIO DE JANEIRO: UNIV. FEDERAL; DA. 1982; PP. 114-128; BIBL. 11 REF.; ISBN 0-7273-1503-XConference Paper

MECHANICAL ASPECTS AND THERMAL EFFECTS OF COHESIONLESS SOILS UNDER CYCLIC AND TRANSIENT LOADING = ASPECTS MECANIQUES ET EFFETS THERMIQUES DE SOLS PULVERULENTS SOUS UN CHARGEMENT CYCLIQUE ET TRANSITOIRELUONG MP.1982; DEFORMATION AND FAILURE OF GRANULAR MATERIALS. INTERNATIONAL UNION OF THEORETICAL AND APPLIED MECHANICS. SYMPOSIUM/1982/DELFT; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 239-246; BIBL. 7 REF.; ILL.Conference Paper

RESIDUAL UNDRAINED DEFORMATION FROM CYCLIC LOADINGCHANG CHING S.1982; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982-04; VOL. 108; NO GT4; PP. 637-646; BIBL. 7 REF.; 1 TAB. ; ILL.Article

SINGLE PILE RESPONSE TO CYCLIC LATERAL LOADPOULOS HARRY G.1982; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982-03; VOL. 108; NO GT3; PP. 355-375; BIBL. 18 REF.; 1 TAB. ; ILL.Article

STRAIN RATE AND VISCOUS EFFECTS IN PHYSICAL MODELS = TAUX DE DEFORMATION RELATIVE ET EFFETS VISQUEUX DANS LES MODELES PHYSIQUESCRAIG WH.1982; CONFERENCE ON SOIL DYNAMICS AND EARTHQUAKE ENGINEERING/1982/SOUTHAMPTON; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; VOL. 1; PP. 351-365; BIBL. 2 P.; 2 TAB. ; ILL./TABL.Conference Paper

BOUNDING-SURFACE-PLASTICITY THEORY APPLIED TO CYCLIC LOADING OF SAND = LA THEORIE DE LA SURFACE LIMITE DE PLASTICITE APPLIQUEE AU CHARGEMENT CYCLIQUE DES SABLESABOIM CA; ROTH WH.1982; NUMERICAL MODELS IN GEOMECHANICS. INTERNATIONAL SYMPOSIUM/1982/ZURICH; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 65-72; BIBL. 1 P.; ILL.Conference Paper

SEISMIC STABILITY INDICES OF EARTH STRUCTURE = LES INDICES DE STABILITE SISMIQUE DE LA STRUCTURE DU GLOBESINGH MP; PRAKASH SHAMSHER ED.1981; INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS; VOL. II; USA; ROLLA, MO:UNIV. MO. AT ROLLA; DA. 1981; PP. 827-832; BIBL. 20 REF.; ILL.Conference Paper

UNDRAINED BEHAVIOR OF COHESION-LESS SOILS UNDER CYCLIC AND TRANSIENT LOADING = COMPORTEMENT NON SATURE DE SOLS SANS COHESION SOUS UN CHARGEMENT CYCLIQUE ET TRANSITOIRELUONG MP; SIDANER JF; PRAKASH SHAMSHER ED et al.1981; INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS; VOL. I; USA; ROLLA, MO:UNIV. MO. AT ROLLA; DA. 1981; PP. 215-220; BIBL. 10 REF.; ILL.Conference Paper

UNDRAINED STRESS-STRAIN BEHAVIOR OF SAND UNDER IRREGULAR LOADING = LA CONTRAINTE ET LA DEFORMATION SOUS CONTRAINTE NON DRAINEES DE SABLE SOUMIS A UN CHARGEMENT IRREGULIERTATSUOKA F; SILVER MS.1981; SOILS FOUND; ISSN 0038-0806; JPN; DA. 1981; VOL. 21; NO 1; PP. 51-66; BIBL. 21 REF.; 1 TAB. ; TABL./ILL.Article