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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

THE MEASUREMENT OF THE VARIATION WITH DEPTH OF THE HYDRAULIC CONDUCTIVITY OF SATURATED SOIL MONOLITHS = LA MESURE DE LA VARIATION EN FONCTION DE LA PROFONDEUR DE LA CONDUCTIVITE HYDRAULIQUE DES MONOLITHES DE SOL SATUREYOUNGS EG.1982; J. SOIL SCI.; ISSN 0022-4588; GBR; DA. 1982; VOL. 33; NO 1; PP. 3-12; BIBL. 4 REF.; ILL.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

DYNAMIQUE DES SOLS SATURES D'EAU A L'ETAT LIMITEVOJNICH SYANOZHENTSKIJ TG; KERESELIDZE NB.1977; SOOBSHCH. AKAD. NAUK GRUZ. S.S.R.; S.S.S.R.; DA. 1977; VOL. 85; NO 2; PP. 317-320; ABS. GEORGIEN ANGL.Article

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

PERFORMANCE OF JETTED ANCHOR PILES WITH WIDENING.TSINKER GP.1977; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 3; PP. 213-226; BIBL. 2 REF.Article

VOLBA INJEKCNI SMESI PRI ZAKLADANI STAVEB VE VANACH = SELECTION DES MELANGES DE COULIS D'INJECTION POUR DES FONDATIONS DANS DES CUVETTESVERFEL J.1981; INZ. STAVBY; ISSN 0021-0277; CSK; DA. 1981; VOL. 29; NO 7-8; PP. 304-312; BIBL. 8 REF.Article

INFLUENCE D'UNE PRESSION INTERSTITIELLE SUR LA RESISTANCE DE SOLS CONSOLIDES, A STRUCTURE DISLOQUEEVAGANOV PS; SOLOV'EV YU I.1979; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1979; NO 3; PP. 20-23; BIBL. 3 REF.Article

A PERMEAMETER WHICH ELIMINATES BOUNDARY FLOW ERRORS IN SATURATED HYDRAULIC CONDUCTIVITY MEASUREMENTSHILL RL; KING LD.1982; SOIL SCI. SOC. AM. J.; USA; DA. 1982; VOL. 46; NO 4; PP. 877-880; BIBL. 7 REF.Article

LIQUEFACTION, CYCLIC MOBILITY AND EARTH DAMS = LIQUEFACTION, MOBILITE CYCLIQUE ET BARRAGES EN TERREFERRITTO J; FORREST J.1980; WAT. POWER DAM CONSTR.; GBR; DA. 1980; VOL. 32; NO 8; PP. 30-35; BIBL. 19 REF.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

CALCULATING THE DEPTHS OF SOIL MOISTURE CONTROL SECTIONS FROM LABORATORY DATAZOBECK TM; DAUGHERTY LA.1982; SOIL SCI. SOC. AM. J.; USA; DA. 1982; VOL. 46; NO 4; PP. 792-795; BIBL. 25 REF.Article

WELL POINT DEWATERINB SYSTEM FOR TWELVE BAYS OF RIGHT BANK OF FARAKKA BARRAGE = SYSTEME D'EPUISEMENT PONCTUEL PAR PUITS POUR LES 12 TRAVEES DE LA RIVE DROITE DU BARRAGE DE FARAKKARUPPAL GS.1980; J. INST. ENG., INDIA, CIV. ENG. DIV.; ISSN 0373-1995; IND; DA. 1980; VOL. 60; NO 4; PP. 218-223Article

DRIVING OF TUNNEL THROUGH HIGHLY FRACTURED AND HEAVILY WATER LADEN STRATARAICHUR AR; SHAH KR.1978; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; IND; DA. 1978; VOL. 58; NO 6; PP. 271-273; BIBL. 3 REF.Article

THE RESPONSE OF A DEEP RIGID ANCHOR DUE TO UNDRAINED ELASTIC DEFORMATION OF THE SURROUNDING SOIL MEDIUM.SELVADURAI APS.1978; INTERNATION. J. NUMER. ANAL.; G.B.; DA. 1978; VOL. 2; NO 2; PP. 189-197; BIBL. 28 REF.Article

THEORETICAL AND EXPERIMENTAL ANALYSIS OF THE COMPRESSIBILITY OF PORE FLUID IN A NEARLY SATURATED CLAYSED OIL.MAGNAN JP; DANG MT.1977; IN: GEOTECH. ASPECTS SOFT CLAYS. PROC. INT. SYMP.; BANGKOK, THAIL.; 1977; BANGKOK, THAIL.; ASIAN INST. TECHNOL.; DA. 1977; PP. 675-689; BIBL. 7 REF.Conference Paper

TRANSFERTS DE SOLUTES DANS UN MILIEU POREUX. ETUDES DE PORES CYLINDRIQUES. 1-ETUDE EXPERIMENTALEGUENNELON R; DE COCKBORNE AM.1982; BULL. ASSOC. FR. ETUDE SOL, SCI. SOL; FRA; DA. 1982; NO 1; PP. 71-87; BIBL. 16 REF.Article

THE DRIVING OF METRO TUNNELS AT HELSINKI WITH THE AID OF GROUND FREEZING = LE FORAGE DES TUNNELS DU METRO D'HELSINKI A L'AIDE DE LA CONGELATION DU SOLVUORELA M; ERONEN T.1981; ENG. GEOL.; ISSN 0013-7952; NLD; DA. 1981; VOL. 18; NO 1-4; PP. 377-384Conference Paper

Liquefaction analysis by bounding surface modelLI, Q; UGAI, K; GOSE, S et al.NUMOG VI : International Symposium on Numerical Models in Geomechanics. 1997, pp 675-678, isbn 90-5410-886-XConference Paper

General thermomechanical model of freezing soil with numerical applicationHARTIKAINEN, J; MIKKOLA, M.International symposium on ground freezing and frost action in soils. 1997, pp 101-105, isbn 90-5410-872-XConference Paper

Estimation of the friction mobilized in saturated soils subjected to rapid loading by a moving landslide massSASSA, K; LEE, J.-H; FUKUOKA, H et al.International geological congress. 1992, p.941Conference Paper

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