STRESS-STRAIN ANALYSIS IN THREE-DIMENSIONAL PUMPED AQUIFERS BY THE FINITE ELEMENT METHOD.GAMBOLATI G.1977; IN: FINITE ELEM. WATER RESOUR. PROC. 1ST INT. CONF. FINITE ELEM. WATER RESOUR.; PRINCETON; 1976; LONDON; PENTECH; DA. 1977; PP. (16P.); BIBL. 9 REF.; 9 ILL.Conference Paper

FAST SOLUTION TO FINITE ELEMENT FLOW EQUATIONS BY NEWTON ITERATION AND MODIFIED CONJUGATE GRADIENT METHODGAMBOLATI G.1980; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1980; VOL. 15; NO 5; PP. 661-675; BIBL. 15 REF.Article

TRANSIENT FREE SURFACE FLOW TO A WELL: AN ANALYSIS OF THEORETICAL SOLUTIONS.GAMBOLATI G.1976; WAT. RESOURCES RES.; U.S.A.; DA. 1976; VOL. 12; NO 1; PP. 27-39; BIBL. 1 P.; 12 ILL.Article

EQUATION FOR ONE-DIMENSIONAL VERTICAL FLOW OF GROUNDWATER. I. THE RIGOROUS THEORY.GAMBOLATI G.1973; WAT. RESOURCES RES.; U.S.A.; 1973, VOL. 9, NUM. 0004, P. 1022 A 1029Serial Issue

DEVIATIONS FROM THE THEIS SOLUTION IN AQUIFERS UNDERGOING THREE-DIMENSIONAL CONSOLIDATION.GAMBOLATI G.1977; WAT. RESOURCES RES.; U.S.A.; DA. 1977; VOL. 13; NO 1; PP. 62-68; BIBL. 17 REF.; 6 ILL.Article

NUMERICAL MODELS IN LAND SUBSIDENCE CONTROL.GAMBOLATI G.1975; COMPUTER METHODS APPL. MECH. ENGNG; NLD; 1975, VOL. 5, NUM. 0002, P. 227 A 237Serial Issue

THE CORRECT ONE-DIMENSIONAL FLOW EQUATION AND ITS NUMERICAL SOLUTION. I. THE RIGOROUS THEORY.GAMBOLATI G.sdIN: ATTI 2 CONV. INT. ACQUE SOTTERRANEE; PALERMO; 1973; CATANIA PROF. AURELI,, P. 378 A 385Miscellaneous

SECOND-ORDER THEORY OF FLOW IN THREE-DIMENSIONAL DEFORMING MEDIA.GAMBOLATI G.1974; WAT. RESOURCES RES.; U.S.A.; 1974, VOL. 10, NUM. 0006, P. 1217 A 1228Serial Issue

EQUATION FOR ONE-DIMENSIONAL VERTICAL FLOW OF GROUNDWATER. II. VALIDITY RANGE OF THE DIFFUSION EQUATION.GAMBOLATI G.1973; WAT. RESOURCES RES.; U.S.A.; 1973, VOL. 9, NUM. 0005, P. 1385 A 1395Serial Issue

USE OF THE OVER-RELAXATION TECHNIQUE IN THE SIMULATION OF LARGE GROUNDWATER BASINS BY THE FINITE ELEMENT METHOD. = UTILISATION DE LA TECHNIQUE DE LA SURRELAXATION DANS LA SIMULATION DE GRANDS BASSINS D'EAU ENTERRES PAR LA METHODEGAMBOLATI G.1975; INTERNATION. J. NUMER. METHODS ENGNG; GBR; 1975, VOL. 9, NUM. 0001, P. 219 A 223Serial Issue

FREE SURFACE FLOW TO A WELL BY THE FINITE ELEMENT METHOD AND THE OVER-RELAXATION TECHNIQUE.GAMBOLATI G.sdIN: INT. SYMP. FINITE ELEM. METHODS FLOW PROBL. 2. PREPR.; SANTA MARGHERITA LIGURE, ITALY; 1976; GENOVA; INT. CENT. COMPUT. AIDED DES.; DA. S.D.; PP. 449-459; BIBL. 1/2 P.; 5 ILL.Conference Paper

USE OF THE COMPUTER TO CONTROL LAND SUBSIDENCE.GAMBOLATI G.sdIN: WATER HUM. NEEDS. WORLD CONGR. WATER RESOUR. 2. PROC.; NEW DELHI; 1975; NEW DELHI; INT. WATER RESOUR. ASSOC.; DA. S.D.; VOL. 5; PP. 485-492; BIBL. 25 REF.Conference Paper

A CONCEPTUAL DETERMINISTIC ANALYSIS OF THE KRIGING TECHNIQUE IN HYDROLOGYGAMBOLATI G; VOLPI G.1979; WAT. RESOURCES RES.; USA; DA. 1979; VOL. 15; NO 3; PP. 625-629; BIBL. 8 REF.; 1 ILL.Article

COMMENT ON EQUATION FOR ONE-DIMENSIONAL VERTICAL FLOW OF GROUNDWATER. I. THE RIGOROUS THEORY.MOLZ FJ; GAMBOLATI G.1974; WAT. RESOURCES RES.; U.S.A.; 1974, VOL. 10, NUM. 0001, P. 133 A 135Serial Issue

ANALYSIS OF PERFORMANCE OF THE MODIFIED CONJUGATE GRADIENT METHOD FOR SOLUTION OF SPARSE LINEAR SETS OF FINITE ELEMENT EQUATIONSGAMBOLATI G; VOLPI G.1980; INTERNATIONAL CONFERENCE ON FINITE ELEMENTS IN FLOW PROBLEMS. 3/1980/BANFF AB; CAN; DA. 1980; VOL. 2; PP. 256-264; BIBL. 3 REF.Conference Paper

ON THE USE OF A MAIN TREND FOR THE KRIGING TECHNIQUE IN HYDROLOGYVOLPI G; GAMBOLATI G.1978; ADV. WAT. RESOURCES; GBR; DA. 1978; VOL. 1; NO 6; PP. 345-349; BIBL. 10 REF.; 5 ILL.Article

COMMENTS ON "EQUATION FOR ONE-DIMENSIONAL VERTICAL FLOW OF GROUNDWATER" BY GIUSEPPE GAMBOLATI. REPLY.COOPER HH JR; GAMBOLATI G.1974; WAT. RESOURCES RES.; U.S.A.; 1974, VOL. 10, NUM. 0006, P. 1260 A 1262Serial Issue

GROUNDWATER CONTOUR MAPPING IN VENICE BY STOCHASTIC INTERPOLATORS. I: THEORYGAMBOLATI G; VOLPI G.1979; WAT. RESOURCES RES.; USA; DA. 1979; VOL. 15; NO 2; PP. 281-290; BIBL. 12 REF.; 10 ILL.Article

MATHEMATICAL SIMULATION OF THE SUBSIDENCE OF VENICE.GAMBOLATI G; FREEZE RA.1973; WAT. RESOURCES RES.; U.S.A.; 1973, VOL. 9, NUM. 0003, P. 721 A 733Serial Issue

MATHEMATICAL SIMULATION OF THE SUBSIDENCE OF VENICE. II. RESULTS.GAMBOLATI G; GATTO P; FREEZE RA et al.1974; WAT. RESOURCES RES.; U.S.A.; 1974, VOL. 10, NUM. 0003, P. 563 A 577Serial Issue

Analysis of hydrologic impact of quarrying system by 3-D finite element model = Etude de l'impact hydrologique du système d'abattage en carrière, par modèle aux éléments finis en trois dimensionsGAMBOLATI, G; GALEATI, G.Journal of hydraulic engineering (New York, N.Y.). 1990, Vol 116, Num 11, pp 1388-1402, issn 0733-9429, 15 p.Article

Simulation of regional subsurface flow by finite element models = Simulation de l'écoulement de subsurface régional par modèles à base d'éléments finisGAMBOLATI, G; PINI, G.Advances in water resources. 1989, Vol 12, Num 2, pp 59-65, issn 0309-1708Conference Paper

Minimal eigenvalue of large sparse matrices by an efficient reverse power-conjugate gradient schemeGAMBOLATI, G; PERDON, A.Computer methods in applied mechanics and engineering. 1983, Vol 41, Num 1, pp 1-10, issn 0045-7825Article

A conceptual deterministic analysis of the kriging technique in hydrologyGAMBOLATI, G; VOLPI, G.Water resources research Washington. 1979, Vol 15, Num 3, pp 625-629Article

A numerical eigenvalue study of preconditioned non-equilibrium transport equationsGAMBOLATI, G; PINI, G.International journal for numerical methods in fluids. 1999, Vol 29, Num 3, pp 343-361, issn 0271-2091Article