The use of horizontal piezometers for in situ measurements of hydraulic conductivity below the water tableGOSS, M. J; YOUNGS, E. G.Journal of Soil Science. 1983, Vol 34, Num 4, pp 659-664, issn 0022-4588Article

DENSITY OF LIQUID ETHYLENE IN PHASE EQUILIBRIUM CURVESGOLOVSKIJ EA; TSYMARNYJ VA.1977; IZVEST. VYSSH. UCHEBN. ZAVED., NEFT GAZ; S.S.S.R.; DA. 1977; VOL. 20; NO 1; PP. 81-82; BIBL. 9 REF.Article

Piezometer installation under artesian conditions = Mise en place de piézomètres dans des conditions de flux artésienLOGANI, K. L.Journal of geotechnical engineering. 1983, Vol 109, Num 8, pp 1121-1125, issn 0733-9410Article

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

IN SITU PORE-PRESSURE MEASUREMENT IN MISSISSIPPI DELTA FRONT SEDIMENTS.HIRST TJ; RICHARDS AF.1977; MAR. GEOTECHNOL.; U.S.A.; DA. 1977; VOL. 2; PP. 191-204; BIBL. 7 REF.Article

Impact of wastewater from pig farm lagoons on the quality of local groundwaterFRIDRICH, Beata; KRCMAR, Dejan; DALMACIJA, Božo et al.Agricultural water management (Print). 2014, Vol 135, pp 40-53, issn 0378-3774, 14 p.Article

Hydraulics of a Drainage Well Fully Penetrating a Leaky Aquifer through a Multisection ScreenVASHISHT, A. K; SHAKYA, S. K.Journal of hydraulic engineering (New York, N.Y.). 2013, Vol 139, Num 12, pp 1258-1264, issn 0733-9429, 7 p.Article

Measuring the hydraulic conductivity of soil-bentonite backfillBRITTON, Jeremy P; FILZ, George M; HERRING, Wayne E et al.Journal of geotechnical and geoenvironmental engineering. 2004, Vol 130, Num 12, pp 1250-1258, issn 1090-0241, 9 p.Article

Les glissements de terrain de Villerville-Cricquebœuf (Calvados). Prévision des risques = The landlides of Villerville-Cricquebœuf (Calvados region of France). Risk predictionMAQUAIRE, O.Travaux (Paris). 1990, Num 654, pp 44-53, issn 0041-1906, 10 p.Article

On the use of seepage meters to estimate groundwater nutricut loading to lakesBELANGER, T. V; MIKUTEL, D. F.Water resources bulletin (Urbana). 1985, Vol 21, Num 2, pp 265-272, issn 0043-1370Article

Les séquelles artérielles de l'hypertension gravidique: dépistage par le piézogramme carotidien = Arterial sequela of pregnancy hypertension: diagnosis with carotid piezogramMEYER-HEINE, A; ASQUER, J. C; LAGRUE, G et al.Journal des maladies vasculaires. 1989, Vol 14, Num 4, pp 321-325, issn 0398-0499Article

Groundwater seepage nutrient loading in a Florida]lakeBELANGER, T. V; MIKUTEL, D. F; CHURCHILL, P. A et al.Water research (Oxford). 1985, Vol 19, Num 6, pp 773-781, issn 0043-1354Article

COMPRESSIBILITE D'UN MELANGE BINAIRE D'ARGON ET D'AZOTE A DIFFERENTES CONCENTRATIONS, DANS UN DOMAINE DE PRESSIONS COMPRIS ENTRE 59 ET 590 BARSKOSOV ND; BROVANOV IS.1979; INZHENER.-FIZ. ZH.; BYS; DA. 1979; VOL. 36; NO 4; PP. 627-632; ABS. ENG; BIBL. 8 REF.Article

DIFFERENTIAL PIEZOMETER PROBE FOR AN IN SITU MEASUREMENT OF SEA-FLOOR PORE-PRESSURE.RICHARDS AF; OIEN K; KELLER GH et al.1976; NORGES GEOTEK. INST., PUBL.; NORGE; DA. 1976; NO 109; PP. 1-10; ABS. FR.; BIBL. 18 REF.; 8 ILL.Article

RESPONSE CHARACTERISTICS OF CYLINDRICAL PIEZOMETERSBRAND EW; PREMCHITT J.1982; GEOTECHNIQUE; GBR; DA. 1982; VOL. 32; NO 3; PP. 203-216; BIBL. 17 REF.Article

PORE-WATER PRESSURE MEASUREMENTS: MISSISSIPPI DELTA SUBMARINE SEDIMENTS.BENNETT RH.1977; MAR. GEOTECHNOL.; U.S.A.; DA. 1977; VOL. 2; PP. 177-189; BIBL. 13 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

PORE PRESSURE EQUALIZATION OF PEIZOMETERS IN COMPRESSIBLE SOILSPREMCHITT J; BRAND EW.1981; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1981; VOL. 31; NO 1; PP. 105-124; ABS. FRE; BIBL. 17 REF.Article

PORE PRESSURE EQUALIZATION OF PIEZOMETERS IN COMPRESSIBLE SOILS = EGALISATION DE LA PRESSION INTERSTITIELLE DONNEE PAR DES PIEZOMETRES DANS DES SOLS COMPOSITESPREMCHITT J; BRAND EW.1981; GEOTECHNIQUE; GBR; DA. 1981; VOL. 31; NO 1; PP. 105-123; ABS. FRE; BIBL. 17 REF.Article

COMPRESSIBILITE DES SOLUTIONS GAZEUSES HOMOGENES AUX PRESSIONS ELEVEES. SYSTEME AZOTE-ARGONMASLENNIKOVA V YA; EGOROV AN; TSIKLIS DS et al.1979; ZH. FIZ. KHIM.; SUN; DA. 1979; VOL. 53; NO 6; PP. 1617-1619; BIBL. 8 REF.Article

PORE PRESSURE AND MOVEMENT IN EMBANKMENT DAMS.PENMAN ADM.1978; WAT. POWER DAM CONSTR.; G.B.; DA. 1978; VOL. 30; NO 4; PP. 32-39; BIBL. 15 REF.Article

Developments in cone penetration testing: the friction piezocone = Progrès en matière d'essais de pénétration au cône: le piézocône de frottementSWAIN, C. W.Ground engineering. 1984, Vol 17, Num 2, pp 26-27, issn 0017-4653Article

The interpretation of in situ soil tests = Interprétation des essais de sols in situWROTH, C. P.Geotechnique. 1984, Vol 34, Num 4, pp 449-489, issn 0016-8505Article

Piezometer measurements of prefabricated vertical drain improvement of soft soils under land reclamation fillARULRAJAH, A; BO, M. W; LEONG, M et al.Engineering geology. 2013, Vol 162, pp 33-42, issn 0013-7952, 10 p.Article

CONSIDERATION DES DEFORMATIONS D'UN PIEZOMETRE POUR L'ETUDE DES PROPRIETES P-V-T DES LIQUIDES ET DES GAZPORKHUN AI; TSATURYANTS AB; PORKHUN LD et al.1976; PRIBORY TEKH. EKSPER.; S.S.S.R.; DA. 1976; NO 5; PP. 253-256; BIBL. 10 REF.Article