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Results 1 to 25 of 355

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THE DEPTH VS. DEPTH PLOT: AN AID TO SELECTING PIEZOMETER INSTALLATION DEPTHS IN BOREHOLESDICK RC.1976; ENGNG GEOL.; NETHERL.; DA. 1976; VOL. 10; NO 1; PP. 37-42; BIBL. 2REF.Article

Field instrumentation: accuracy, performance, automation and procurement = L'instrumentation de terrain: précision, performance, automatisation et acquisitionMIKKELSEN, P. E; WILSON, S. D.Field measurements in geomechanics. International symposium. 1984, pp 251-272Conference Paper

Variations séculaires du niveau d'eau dans le bassin de la Rivière Boniface (Québec nordique) : une analyse dendroécologiquePAYETTE, S; DELWAIDE, A.Géographie physique et quaternaire. 1991, Vol 45, Num 1, pp 59-67, issn 0705-7199Article

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

ETUDE DE LA VARIATION DU VOLUME D'UN PIEZOMETRE A PAROIS EPAISSES CHARGE EN FONCTION DE LA PRESSIONZUBAREV VN; PRUSAKOV PG; BARKOVSKIJ VV et al.1974; PRIBORY TEKH. EKSPER.; S.S.S.R.; DA. 1974; NO 4; PP. 180-182; BIBL. 3 REF.Article

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

EXPERIMENTELLE BESTIMMUNG VON DRUCKPULSATIONEN UND DRUCKVERLAEUFEN IN ZAHNRADPUMPEN = DETERMINATION EXPERIMENTALE DES PULSATIONS ET DES VARIATIONS DE PRESSION DANS LES POMPES A ENGRENAGESGUTBROD W.1974; INDUSTR.-ANZ.; DTSCH.; DA. 1974; VOL. 96; NO 103; PP. 2311-2312; BIBL. 3 REF.Article

Behavior of closed vibrating-wire piezometers corrected for temperature and barometric effects, used to monitor water level in overflow weirsBRYLAWSKI, E.International symposium on field measurements in geomechanics. 2003, pp 431-436, isbn 90-5809-602-5, 6 p.Conference Paper

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

The dynamics of N2O near the groundwater table and the transfer of N2O into the unsaturated zone : a case study from a sandy aquifer in GermanyDEURER, M; VON DER HEIDE, C; BÖTTCHER, J et al.Catena (Giessen). 2008, Vol 72, Num 3, pp 362-373, issn 0341-8162, 12 p.Article

Piezometers in fully grouted boreholesMIKKELSEN, P. E; GREEN, G. E.International symposium on field measurements in geomechanics. 2003, pp 545-554, isbn 90-5809-602-5, 10 p.Conference Paper

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

Piézocône statique et dynamiquePAREZ, L; DURAND, F.Congrès international de mécanique des sols et des travaux de fondations. 12. 1989, pp 299-300Conference Paper

USE OF THE OSMOTIC TENSIOMETER TO MEASURE NEGATIVE PORE WATER PRESSURE = UTILISATION DU PIEZOMETRE OSMOTIQUE POUR LA MESURE DE LA PRESSION INTERSTITIELLE NEGATIVEBOCKING KA; FREDLUND DG.1979; GEOTECH. TEST. J.; USA; DA. 1979; VOL. 2; NO 1; PP. 3-10; BIBL. 12 REF.; 8 ILL.Article

PIEZOMETRE CAPILLAIRE A LECTURE OPTICO-MECANIQUEMIROSHNIKOV AP; RAZUMIKHIN VN.1976; PRIBORY TEKH. EKSPER.; S.S.S.R.; DA. 1976; PP. 206-207; BIBL. 4 REF.Article

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

The measurement of groundwater temperature in shallow piezometers and standpipesALEXANDER, Matthew D; MACQUARRIE, Kerry T. B.Canadian geotechnical journal. 2005, Vol 42, Num 5, pp 1377-1390, issn 0008-3674, 14 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

Geometry of piezometric surfaces in a perched karst : Redondo valley, Cantabrians mountains, northern SpainROSSI, C; MUÑOZ, A.Bulletin - Société géographique de Liège. 1993, Vol 29, pp 153-161, issn 0770-7576Article

PERFORMANCE INSTRUMENTATION INSTALLED IN OROVILLE DAMO'ROURKE JE.1974; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1974; VOL. 100; NO 2; PP. 157-174; BIBL. 2 REF.Article

Correction of vibrating wire piezometer records against barometric pressure effectSADREKARIMI, J.International Symposium on field measurements in geomechanics - FMGM99. 1999, pp 67-70, isbn 90-5809-066-3Conference Paper

Reliability, long-term stability and gage performance of vibrating wire sensors with reference to case historiesCHOQUET, P; JUNEAU, F; DEBREUILLE, P. J et al.International Symposium on field measurements in geomechanics - FMGM99. 1999, pp 49-54, isbn 90-5809-066-3Conference Paper

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

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