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Results 1 to 25 of 2609

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3D pore pressure used to optimize well designIIMES, Rob; GILMOUR, Doua.Oil & gas journal. 2008, Vol 106, Num 29, issn 0030-1388, 41-44 [3 p.]Article

Forward model wellbore pore pressuresMATTHEWS, Martin; STANDIFIRD, William.Hart's E & P. 2006, Vol 79, Num 11, pp 77-79, issn 1527-4063, 3 p.Article

On two definitions of excess pore water pressure = Deux definitions de la pression des pores en excèsGIBSON, R. E; SCHIFFMAN, R. L; WHITMAN, R. V et al.Geotechnique. 1989, Vol 39, Num 1, pp 169-171, issn 0016-8505Article

The role of pore pressures on the mechanics of mudslidesCOMEGNA, L; URCIUOLI, G; PICARELLI, L et al.International Symposium on Landslides. 2004, pp 1183-1188, isbn 04-1535-667-9, 6 p.Conference Paper

Pore pressure in the Gulf of Mexico : Seeing ahead of the bitSAYERS, Colin; DEN BOER, Lennert; NAGY, Zsolt et al.World oil. 2005, Vol 226, Num 12, pp 55-58, issn 0043-8790, 4 p.Article

Pore water pressure in limit analysis calculationsMICHALOWSKI, R. L.International Workshop on the physics and mechanics of soil liquefeaction. 1999, pp 153-156, isbn 90-5809-038-8Conference Paper

Stimulation effectiveness in multilayered, tight gas reservoirs : Pinedale anticline areaSCHUBARTH, S. K; SPLVEY, J. P; HUCKABEE, P. T et al.Journal of petroleum technology. 2006, Vol 58, Num 10, pp 65-67, issn 0149-2136, 3 p.Article

Brittle crack propagationENGELDER, T.Continental deformation. 1994, pp 43-52Book Chapter

Soil suction and the critical state = La succion du sol et l'état critiqueBRADY, K. C.Geotechnique. 1988, Vol 38, Num 1, pp 117-120, issn 0016-8505Article

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

Comments on Numerical simulation of shear band formation in soils. And authors's reply = Commentaire et réponse Simulation numérique de la formation de bandes de cisaillement dans les solsSHUTTLE, D.A; SMITH, I.M; VARDOULAKIS, I.G et al.International journal for numerical and analytical methods in geomechanics. 1990, Vol 14, Num 2, pp 139-143, issn 0363-9061Article

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

Druckwechselbelastung an Wasser-Boden-Grenzflächen = The effects of changes in the pressure at the soil/water interfaceKOHLER, H.-J.Zeitschrift für angewandte Geologie. 2001, Vol 47, Num 1, pp 8-16, issn 0044-2259Article

Prediction of long-term pore pressure dissipation behavior by short-term piezocone dissipation testKIM, Y. S; LEE, S. R.Computers and geotechnics. 2000, Vol 27, Num 4, pp 273-287, issn 0266-352XArticle

The use of finite element computed pore-water pressures in a slope stability analysisKRAHN, J; LAM, L; FREDLUND, D. G et al.ISL'96 : International Symposium on landslidesSymposium international sur les glissements de terrain. 1996, pp 1277-1282, isbn 90-5410-819-3Conference Paper

Measuring unfrozen pore water pressure at the ice-lens forming frontMIYATA, Y; MINAMI, Y; AKAGAWA, S et al.International symposium on ground freezing. 1994, pp 157-162, isbn 90-5410-518-6Conference Paper

Ground movements due to construction dewateringPOWRIE, W.Groundwater problems in urban areas. 1994, pp 237-250Conference Paper

Profiling stress history from piezocone soundings = Représentation graphique des contraintes à partir d'essais de pénétrationMAYNE, P.W; HOLTZ, R.D.Soils and foundations. 1988, Vol 28, Num 1, pp 16-28, issn 0038-0806Article

Relations entre le coefficient B de pression des pores et le degré de saturation des roches meublesMIKI, S; NISHIGAKI, Y.Tsuchi to kiso. 1987, Vol 35, Num 3, pp 41-46, issn 0041-3798Article

The effect of gas on measured pore pressuresPENMAN, A. D. M.UNSAT'95 : International conference on Unsaturated soils. 1996, pp 287-292, isbn 90-5410-586-0Conference Paper

Pore pressure development in moving boundary problems. Discussion = Le développement de la pression interstitielle dans les problèmes de limite variable. DiscussionKOPPULA, S.D; STOLLE, D.F.E.Soils and foundations. 1990, Vol 30, Num 2, pp 157-159, issn 0038-0806Article

Expandables provide well construction solution in Lower Tertiary discovery : Oil Country Tubular GoodsKUNNING, James R; COURVILLE, Gerald; WALLACE, Joe et al.World oil. 2009, Vol 230, Num 7, pp 45-47, issn 0043-8790, 3 p.Article

Performance of a miniature piezocone in profiling thinly layered soilHIRD, C. C; JOHNSON, P; SANGTIAN, N et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 113-116, isbn 90-2651-853-6, 3VolConference Paper

A new device for the direct measurement of soil suction over a wide rangeRIDLEY, A.M; BURLAND, J.B.International symposium on engineering characteristics of arid soils. 1994, pp 289-295Conference Paper

Soil suction measurement with the transistor psychometerWOODBURN, J.A.International symposium on engineering characteristics of arid soils. 1994, pp 297-301Conference Paper

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