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

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

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

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

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

Permeability determination from on-the-fly piezocone soundingELSWORTH, Derek; DAE SUNG LEE.Journal of geotechnical and geoenvironmental engineering. 2005, Vol 131, Num 5, pp 643-653, issn 1090-0241, 11 p.Article

Prediction of compressibility of over consolidated uncemented soilsNAGARAJ, T. S; SRINIVASA MURTHY, B. R.Journal of geotechnical engineering. 1986, Vol 112, Num 4, pp 484-488, issn 0733-9410Article

DESIGN OF A LOADED FILTER AND MULTI-LAYERED SAND COLUMN = CALCUL D'UN FILTRE CHARGE ET D'UNE COLONNE DE SABLE MULTICOUCHETANAKA T; KIRA H; HASEGAWA T et al.1982; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 3; PP. 92-108; BIBL. 20 REF.Article

CONSOLIDATION DYNAMIQUE AVEC DRAINS VERTICAUXSECHET B.1981; TRAVAUX; ISSN 0041-1906; FRA; DA. 1981; VOL. 2; NO 553; PP. 45-48; ABS. ENG/GER/SPA/PORArticle

FIELD MEASURING SYSTEM FOR CABLE TUNNELING CONSTRUCTION = MESURE EN PLACE POUR LA CONSTRUCTION DE TUNNEL POUR CABLEKATO M; SHOJI O.1979; RAPID EXCAVATION AND TUNNELING CONFERENCE/1979/ATLANTA GA; USA; NEW YORK: SOCIETY OF MINING ENGINEERS OF AIME; DA. 1979; VOL. 1; PP. 972-986; BIBL. 8 REF.Conference Paper

EFFECT OF DESIGN PARAMETERS ON THE PERFORMANCE OF RIGID TRACTION WHEELS ON SATURATED SOILSPANDEY KP; OJHA TP.1978; J. TERRAMECH.; USA; DA. 1978; VOL. 15; NO 3; PP. 145-156; BIBL. 4 REF.Article

WET GROUND CONQUERED WITH COMPRESSED AIRREES F.1978; TUNNELS AND TUNNELLG; GBR; DA. 1978; VOL. 11; NO 2; PP. 59Article

EARTH PRESSURE BALANCED SHIELD METHOD = METHODE DU BOUCLIER EQUILIBREE PAR LA PRESSION DU SOLMATSUSHITA H.1980; TUNNELS AND TUNNELLG; GBR; DA. 1980; VOL. 12; NO 1; PP. 47-49Article

PROBABILISTIC PORE PRESSURE ANALYSIS FOR SEISMIC LOADING = ANALYSE PROBABILISTE DE LA PRESSION INTERSTITIELLE SOUS CHARGE SISMIQUECHAMEAU JL; CLOUGH GW.1983; J. GEOTECH. ENG.; USA; DA. 1983; VOL. 109; NO 4; PP. 507-524; ABS. ENG; BIBL. 29 REF.Article

ESTIMATING SATURATED HYDRAULIC CONDUCTIVITY FROM SOIL MORPHOLOGYMC KEAGUE JA; TOPP GC.1982; SOIL SCI. SOC. AM. J.; USA; DA. 1982; VOL. 46; NO 6; PP. 1239-1244; BIBL. 13 REF.Article