ESTIMATING THE MAXIMUM PRODUCTION RATE POSSIBLE FROM FRIABLE SANDSTONES WITHOUT USING SAND CONTROL = ESTIMATION DU TAUX DE PRODUCTION MAXIMAL POSSIBLE A PARTIR DE GRES FRIABLES SANS CONTROLE DE SABLESSTEIN N; HILCHIE DW.1972; J. PETROLEUM TECHNOL.; U.S.A.; DA. 1972; VOL. 24; PP. 1157-1160; BIBL. 12 REF.Serial Issue

SEISMIC DETECTION OF WATER SATURATION IN UNCONSOLIDATED MATERIAL.JOHNSON WE.sdIN: ANNU. ENG. GEOL. SOILS ENG. SYMP. 14. PROC.; BOISE, IDAHO; 1976; S.L.; DA. S.D.; PP. 221-231; BIBL. 6 REF.Conference Paper

Estimating porosity of partially saturated sediments = Estimation de la porosité de sédiments partiellement saturésDOWLING, J.J.Engineering geology. 1990, Vol 29, Num 2, pp 139-147, issn 0013-7952Article

NONLINEAR RESPONSE OF UNDRAINED CLAY TO FOOTINGS.DAVIDSON HL; CHEN WF.1977; COMPUTERS AND STRUCT.; G.B.; DA. 1977; VOL. 7; NO 4; PP. 539-546; BIBL. 17 REF.Article

NEW DRILL GETS CLEAN CORES FROM UNCONSOLIDATED FORMATIONS = UNE NOUVELLE SONDE PROCURE DES CAROTTES PROPRES DE FORMATIONS NON CONSOLIDEESANONYMOUS.1981; WEST. MINER (VANCOUVER); ISSN 0043-3934; CAN; DA. 1981-06; VOL. 54; NO 6; PP. 62-64; ILL.Article

PROPERTIES OF AN ARTIFICIALLY CEMENTED CLAY = PROPRIETES D'UNE ARGILE CIMENTEE ARTIFICIELLEMENTFISCHER KP; ANDERSEN KH; MOUM J et al.1979; NORGES GEOTEK. INST., PUBL.; NOR; DA. 1979; NO 126; PP. 1-10; ABS. FRE; BIBL. 14 REF.Article

A DESIGN EQUATION FOR INCLINED GROUND ANCHOR FIXED LENGTH IN A COHESIONLESS SOIL = UNE EQUATION POUR LA LONGUEUR FIXEE DES ANCRAGES INCLINES DANS UN SOL NON COHESIFSOMERVILLE MA.1981; GROUND ENG; ISSN 0017-4653; GBR; DA. 1981; VOL. 14; NO 2; PP. 26-28; BIBL. 4 REF.; 3 TAB. ; TABL./ILL.Article

EXPERIMENTS ON HYDROCARBON GAS HYDRATES IN UNCONSOLIDATED SAND.BAKER PE.sdMAR. SCI.; U.S.A.; (NAT. GASES MAR. SEDIMENTS. PROC. SYMP.; LAKE ARROWHEAD, CALIF.; 1972),1974, VOL. 3, P. 227 A 234Miscellaneous

CONTRIBUTION A L'ETUDE DE L'ECOULEMENT NON LINEAIRE DE FLUIDES EN MILIEUX POREUX NON CONSOLIDESSIMONIN MICHEL.1979; ; FRA; DA. 1979; 214 P.: ILL.; 30 CM; BIBL. 43 REF.; TH. 3E CYCLE: MEC. FLUIDES, BIOMECAN./PARIS 6/1979Thesis

NEUE WEGE IM TUNNELBAU IN BERGSENKUNGSGEBIETEN UNTER ANWENDUNG DER SCHWEISSTECHNIK. = NOUVELLES METHODES ADOPTEES DANS LA CONSTRUCTION DES TUNNELS, AVEC UTILISATION DU SOUDAGE, DANS LES ZONES D'AFFAISSEMENTS MINIERSWEISS R.1978; PRAKTIKER; DTSCH.; DA. 1978; VOL. 30; NO 5; PP. 84-87Article

AN INSTALLATION FOR SAMPLING UPPER LAYERS OF UNCOSOLIDATED MARINE DEPOSITS USING THE VGP-6 SAMPLERVINOGRADOV OA; LUKASHIN MS; MASINA II et al.sdINTERNATION. GEOL. REV.; U.S.A. TRAD. DU RUSSE: IZVEST. VYSSH. UCHEBN. ZAVED., GEOL., RAZV. S.S.S.R., 1972, NO1,1973, VOL. 15, NUM. 0005, P. 602 A 603Miscellaneous

Improved coring and core-handling procedures for the unconsolidated sands of the Green Canyon Area, Gulf of MexicoWHITEBAY, L. E.SPE Annual Technical Conference. 61. 1986, 7 p.Conference Paper

Grain-size parameters and permeability of unconsolidated particulate material = Dimension des grains et perméabilité de matériel particulaire non consolidéBISWAS, A. B; BHARATI ADHIKARI.Regional conference on geology and mineral resources of Southeast Asia. 3. 1978, pp 419-422Conference Paper

BERECHNUNG UND KARTENDARSTELLUNG DER ERGIEBIGKEIT VON TYPBRUNNEN ZUR KENNZEICHNUNG DES ENTNAHMEPOTENTIALS VON LOCKERGESTEINSAQUIFEREN. = CALCUL ET CARTOGRAPHIE DE LA CAPACITE D'UN PUITS TYPE, COMME MESURE DU DEBIT POTENTIEL DES AQUIFERES NON CONSOLIDESKOSCHEL H; LILLICH W.1975; DTSCHE GEWAESSERKDL. MITT.; DTSCH.; 1975, VOL. 19, NUM. 0006, P. 146 A 149Serial Issue

FINITE ELEMENT SOLUTION OF TWO-REGIME FLOW TOWARDS WELLS.HUYAKORN PS.1973; UNIV. NEW SOUTH WALES, WAT. RES. LAB., REP.; AUS; (THESE; UNIV. NEW SOUTH WALES),1973, NUM. 0137, P. 1 A 191Thesis

Shear wave attenuation in unconsolidated laboratory sedimentsBRUNSON, B.A.Conference on shear waves in marine sediments. 1991, pp 141-147Conference Paper

The effect of flow rate on the in-situ gelation of a chrome/redox/polyacrylamide systemMARTY, L; WILLHITE, G. P; GREEN, D. W et al.Oilfield chemistry international symposium. 1989, pp 415-424Conference Paper

Modeling of sinkholes in weakly cemented sandABDULLA, W. A; GOODINGS, D. J.Journal of geotechnical engineering. 1996, Vol 122, Num 12, pp 998-1005, issn 0733-9410Article

Permeability reduction by a xanthan/chromium(III) system in porous mediaSHAHAB HEJRI; JOUSSET, F; GREEN, D. W et al.SPE reservoir engineering. 1993, Vol 8, Num 4, pp 299-304, issn 0885-9248Conference Paper

Deformation of unconsolidated sediments caused by movements on bedrock faultsUETA, K; TANI, K.International geological congress. 1992, 2Vol, p. 448Conference Paper

Controlling sand in a horizontal completionSPARLIN, D. D; HAGEN, R. W. JR.World oil. 1988, Vol 207, Num 5, issn 0043-8790, 54-60 [4 p.]Article

CONTROLLED EXTRUSION OF THIN-WALLED TUBE SAMPLES = EXPULSION CONTROLEE D'ECHANTILLONS PRELEVES DANS DES TUBES A PAROI MINCEEISCHENS GR.1981; ASTM GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1981-03; VOL. 4; NO 1; PP. 41-43; ILL.Article

Work and design of a new tunneling method 'SENS' to unconsolidated groundIDA, H; ISOGAI, A; CHISHIRO, K et al.International conference of TC 28 of the ISSMGE. 2006, pp 231-237, isbn 0-415-39124-5, 7 p.Conference Paper

Deriving pore-volume compressibility from well logsKHATCHIKIAN, A.Third Latin American and Caribbean Petroleum Engineering Conference: improving oil and gas recoveries within sustainable development. 1994, Vol. 3, 1019-1027Conference Paper

Entwicklungen im Tunnelbau = Développements dans la construction des tunnelsBeton. 1984, Num 9, pp 347-354, issn 0005-9846Article