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

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

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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

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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

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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

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

INITIAL PORE PRESSURE FROM VERTICAL SURFACE LOADS = PRESSION INTERSTITIELLE INITIALE DUE A DES CHARGES VERTICALES APPLIQUEE A LA SURFACE DU SOLBIELAK J.1982; PROC. AM. SOC. CIV. ENG., J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO GT9; PP. 1167-1171; BIBL. 5 REF.Article

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

CALCUL NUMERIQUE DE PROBLEMES DE CONSOLIDATION ELASTOPLASTIQUES: APPLICATION AUX BARRAGES = NUMERICAL CALCULATION OF ELASTOPLASTIC CONSOLIDATION PROBLEMS: APPLICATION TO DAMSTOSCAS CHRISTOPHE.1982; ; FRA; DA. 1982; 439 P.-18 PL.; 30 CM; BIBL. 4 P.; TH. DOCT.-ING./EC. CENT. ARTS MANUF. (CHATENAY-MALABRY)/1982Thesis

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