HYDRAULIC GRADIENT EYED IN LEAKED LOCATIONSEIDERS EJ.1979; OIL GAS J.; USA; DA. 1979; VOL. 77; NO 47; PP. 112-125; (4 P.)Article

MECHANICAL EQUIPMENT AT EDMONSTON PUMPING PLANT = EQUIPEMENTS MECANIQUES DE LA STATION DE POMPAGE D'EDMONSTONFONG S.1974; PROC. AMER. SOC. CIV. ENGRS, J. CONSTR. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 3; PP. 279-294Article

SYNTHETIC DRAIN ENVELOPE. SOIL INTERACTIONS = INTERACTION SOL-ENVELOPPE SYNTHETIQUE DES DRAINSWILLARDSON LS; WALKER RE.1979; PROC. AMER. SOC. CIV. ENGRS, J. IRRIG. DRAIN. DIV.; USA; DA. 1979; VOL. 105; NO 4; PP. 367-373; BIBL. 7 REF.Article

EFFECTS OF CONSOLIDATION ON PERMEABILITY MEASUREMENTS FOR SOFT CLAYPANE V; CROCE P; ZNIDARCIC D et al.1983; GEOTECHNIQUE; GBR; DA. 1983; VOL. 33; NO 1; PP. 67-72; ABS. FREArticle

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CONSOLIDATION WITH THRESHOLD GRADIENTS = CONSOLIDATION AVEC UN DES GRADIENTS DE SEUILPASCAL F; PASCAL H; MURRAY DW et al.1981; INT. J. NUMER. ANAL. METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1981; VOL. 5; NO 3; PP. 247-261; BIBL. 13 REF.Article

HEAD LOSS AT SOIL-DRAIN ENVELOPE INTERFACES = PERTE DE CHARGE A L'INTERFACE DE L'ENVELOPPE SOL-DRAINMILLER DW; WILLARDSON LS.1983; JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING; ISSN 513644; USA; DA. 1983; VOL. 109; NO 2; PP. 211-220; BIBL. 9 REF.Article

Hydraulic gradients near subsurface drains and soil erosionDIERICKX, W.Transactions of the ASAE. 1983, Vol 26, Num 5, pp 1409-1413, issn 0001-2351Article

ELECTROMAGNETIC DETERMINATION OF SOIL WATER CONTENT USING TOR: I. APPLICATIONS TO WETTING FRONTS AND STEEP GRADIENTSTOPP GC; DAVIS JL; ANNAN AP et al.1982; SOIL SCI. SOC. AM. J.; USA; DA. 1982; VOL. 46; NO 4; PP. 672-678; BIBL. 18 REF.Article

DETERMINATION DES GRADIENTS HYDRAULIQUES DANS LES DIFFERENTES PHASES DU TRAITEMENT DES EAUXCORNET JC.1981; TECH. EAU ASSAIN.; ISSN 0040-120X; BEL; DA. 1981; NO 418; PP. 21-32; BIBL. 7 REF.Article

HYDRAULIC GRADIENTS ACROSS SIMULATED RAIN-FORMED SOIL SURFACE SEALSSHARMA PP; GANTZER CJ; BLAKE GR et al.1981; SOIL SCI. SOC. AM. J.; USA; DA. 1981; VOL. 45; NO 6; PP. 1031-1034; BIBL. 17 REF.Article

INTERFLOW OF WATER THROUGH A SLOPING SOIL WITH SEEPAGE FACEAHUJA LR; ROSS JD.1982; SOIL SCI. SOC. AM. J.; USA; DA. 1982; VOL. 46; NO 2; PP. 245-250; BIBL. 16 REF.Article

MEASURING THE HYDRAULIC CONDUCTIVITY OF SOIL HORIZONS WITH CONTINUOUS MACROPORESBOUMA J.1982; SOIL SCI. SOC. AM. J.; USA; DA. 1982; VOL. 46; NO 2; PP. 438-441; BIBL. 17 REF.Article

EFFECTS OF CONSOLIDATION ON PERMEABILITY MEASUREMENTS FOR SOFT CLAY = EFFETS DE LA CONSOLIDATION SUR LA MESURE DE PERMEABILITE D'ARGILE MOLLEPANE V; CROCE P; ZNIDARCIC D et al.1983; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1983; VOL. 33; NO 1; PP. 67-72; BIBL. 7 REF.Article

Rudolf Biel und die Fliessformeln seiner Zeit = Rudolf Biel and the flow formulae in his timeHAGER, Willi H.Gas- und Wasserfach. Gas - Erdgas. 2001, Vol 142, Num 12, pp 876-879, issn 0016-4909Article

Comportement hydraulique mutuel des volumes de roche peu perméable et des conduits karstiques : conséquences sur l'étude des aquifères karstiques = Mutual hydraulic behaviour of low-permeability rock volumes and karst conduits : consequences on the study of karst aquifersJEANNIN, P.-Y.Bulletin d'hydrogéologie. 1995, Num 14, pp 113-148, issn 1421-4946Article

Simulation de l'interaction sol-structure en dynamiqueZELIKSON, A; HABIB, P.Génie parasismique. 1985, pp 569-576Book Chapter

Processus du déficit au niveau de l'infiltration et effet de l'hétérogénéité dans les solsSUGII, T; SATO, T; UNO, T et al.Tsuchi to kiso. 1989, Vol 37, Num 6, pp 17-22, issn 0041-3798Article

Instrumentation in groundwater = L'instrumentation liée à l'eau souterraineCHARLES, J. A.Engineering geology special publication. 1986, Num 3, pp 259-262, issn 0267-9914Conference Paper

The numerical simulation of saturated-unsaturated flow and its application for prevention of karst collapse hazardMINGTANG LEIAN; XIAOZHEN JIANG; LI YUHEN JIANG et al.International congress International Association of Engineering Geology. 1994, pp 4753-4756Conference Paper

Some general results from centrifuge and hydraulic gradient simulations of pilesZELIKSON, A.International Conference Centrifuge 98. 1998, pp 193-197, isbn 90-5410-986-6Conference Paper

Permeameter for investigating the hydraulic characteristics of geotextiles = Perméamètre pour la recherche des caractéristiques hydrauliques des géotextilesDÜRST, R; BUCHER, F; SCHAERER, C et al.Mitteilungen des Institutes für Grundbau und Bodenmechanik, Eidgenössische Technische Hochschule Zürich. 1983, Num 118, pp 319-324, issn 0374-0064Serial Issue

Evolution of a contamination plume at different hydraulic gradientsZARANTONELLO, A; MAMANI, M.Hydrogéologie (Orléans). 1999, Num 3, pp 27-31, issn 0246-1641Article