-
1
-
-
0019786345
-
Mathematical model for regional land subsidence due to pumping. 2. Integrated aquifer subsidence equations for vertical and horizontal displacements
-
3
-
Bear J, Corapcioglu MY (1981) Mathematical model for regional land subsidence due to pumping. 2. Integrated aquifer subsidence equations for vertical and horizontal displacements. Water Resour Res 17(3):947-958
-
(1981)
Water Resour Res
, vol.17
, pp. 947-958
-
-
Bear, J.1
Corapcioglu, M.Y.2
-
2
-
-
0345643551
-
General theory of three-dimensional consolidation
-
2
-
Biot MA (1941) General theory of three-dimensional consolidation. J Appl Phys 12(2):155-164
-
(1941)
J Appl Phys
, vol.12
, pp. 155-164
-
-
Biot, M.A.1
-
3
-
-
0020969371
-
A mathematical model for regional land subsidence due to pumping. 3. integrated equations for a phreatic aquifer
-
4
-
Corapcioglu MA, Bear J (1983) A mathematical model for regional land subsidence due to pumping. 3. Integrated equations for a phreatic aquifer. Water Resour Res 19(4):895-908
-
(1983)
Water Resour Res
, vol.19
, pp. 895-908
-
-
Corapcioglu, M.A.1
Bear, J.2
-
5
-
-
0026614932
-
Subsidence due to pumping from layered soil-a perturbation theory
-
2
-
Fallou SN, Mei CC, Lee CK (1992) Subsidence due to pumping from layered soil-a perturbation theory. Int J Numer Anal Meth Geomech 16(2):157-187
-
(1992)
Int J Numer Anal Meth Geomech
, vol.16
, pp. 157-187
-
-
Fallou, S.N.1
Mei, C.C.2
Lee, C.K.3
-
6
-
-
16244370542
-
Mathematical simulation of the subsidence of Venice 1 theory
-
3
-
Gambolati G, Freeze RA (1973) Mathematical simulation of the subsidence of Venice 1 theory. Water Resour Res 9(3):721-732
-
(1973)
Water Resour Res
, vol.9
, pp. 721-732
-
-
Gambolati, G.1
Freeze, R.A.2
-
7
-
-
0026358909
-
Mathematical simulation of the subsidence of ravenna
-
9
-
Gambolati G, Ricceri G, Bertoni W, Brighenti G, Vuillermin E (1991) Mathematical simulation of the subsidence of ravenna. Water Resour Res 27(9):2899-2918
-
(1991)
Water Resour Res
, vol.27
, pp. 2899-2918
-
-
Gambolati, G.1
Ricceri, G.2
Bertoni, W.3
Brighenti, G.4
Vuillermin, E.5
-
8
-
-
0002429904
-
The theory of one-dimensional consolidation of saturated clays. I. Finite non-linear consolidation of thick homogeneous layers
-
1
-
Gibson RE, England GL, Hussey MJL (1967) The theory of one-dimensional consolidation of saturated clays. I. Finite non-linear consolidation of thick homogeneous layers. Geotechnique 17(1):1-273
-
(1967)
Geotechnique
, vol.17
, pp. 1-273
-
-
Gibson, R.E.1
England, G.L.2
Hussey, M.J.L.3
-
9
-
-
0019390079
-
The theory of one-dimensional consolidation of saturated clays. II. Finite non-linear consolidation of thick homogeneous layers
-
3
-
Gibson RE, Schiffman RL, Cargill KW (1981) The theory of one-dimensional consolidation of saturated clays. II. Finite non-linear consolidation of thick homogeneous layers. Can Geotech J 18(3):280-293
-
(1981)
Can Geotech J
, vol.18
, pp. 280-293
-
-
Gibson, R.E.1
Schiffman, R.L.2
Cargill, K.W.3
-
10
-
-
0036641823
-
Coupling fluid flow and deformation in underground formations
-
5
-
Gutierrez MS, Lewis RW (2002) Coupling fluid flow and deformation in underground formations. J Eng Mech 128(5):779-787
-
(2002)
J Eng Mech
, vol.128
, pp. 779-787
-
-
Gutierrez, M.S.1
Lewis, R.W.2
-
11
-
-
0016519701
-
One-dimensional simulation of aquifer system compaction near Pixley, California 1. Constant parameters
-
3
-
Helm DC (1975) One-dimensional simulation of aquifer system compaction near Pixley, California. 1. Constant parameters. Water Resour Res 11(3):465-477
-
(1975)
Water Resour Res
, vol.11
, pp. 465-477
-
-
Helm, D.C.1
-
12
-
-
0023403890
-
Three-dimensional consolidation theory in terms of the velocity of soil
-
2
-
Helm DC (1987) Three-dimensional consolidation theory in terms of the velocity of soil. Geotechnique 37(2):369-392
-
(1987)
Geotechnique
, vol.37
, pp. 369-392
-
-
Helm, D.C.1
-
14
-
-
0035865847
-
Prediction of optimal safe ground water yield and land subsidence in Los Banos-Kettlenman City area, California, using a calibrated numerical simulation model
-
1
-
Larson KJ, Basagaoglu H, Marino MA (2001) Prediction of optimal safe ground water yield and land subsidence in Los Banos-Kettlenman City area, California, using a calibrated numerical simulation model. J Hydrol 242(1):79-102
-
(2001)
J Hydrol
, vol.242
, pp. 79-102
-
-
Larson, K.J.1
Basagaoglu, H.2
Marino, M.A.3
-
15
-
-
0017957995
-
A fully coupled consolidation model of the subsidence of Venice
-
2
-
Lewis RW, Schrefler B (1978) A fully coupled consolidation model of the subsidence of Venice. Water Resour Res 14(2):223-229
-
(1978)
Water Resour Res
, vol.14
, pp. 223-229
-
-
Lewis, R.W.1
Schrefler, B.2
-
16
-
-
0022267655
-
Gravity effects in consolidation of layer of soft soil
-
8
-
Mei CC (1985) Gravity effects in consolidation of layer of soft soil. J Eng Mech 111(8):1038-1047
-
(1985)
J Eng Mech
, vol.111
, pp. 1038-1047
-
-
Mei, C.C.1
-
17
-
-
0029158313
-
Ground subsidence of finite amplitude due to pumping and surface loading
-
8
-
Ng CO, Mei CC (1995) Ground subsidence of finite amplitude due to pumping and surface loading. Water Resour Res 31(8):1953-1968
-
(1995)
Water Resour Res
, vol.31
, pp. 1953-1968
-
-
Ng, C.O.1
Mei, C.C.2
-
18
-
-
0006139008
-
Regional management modeling of a complex groundwater system for land subsidence control
-
1
-
Onta PR, Gupta AD (1995) Regional management modeling of a complex groundwater system for land subsidence control. Water Resour Manag 9(1):1-25
-
(1995)
Water Resour Manag
, vol.9
, pp. 1-25
-
-
Onta, P.R.1
Gupta, A.D.2
-
21
-
-
31544480882
-
Body force effect on consolidation of porous elastic media due to pumping
-
1
-
Tsai TL, Chang KC, Huang LH (2006) Body force effect on consolidation of porous elastic media due to pumping. J Chin Inst Eng 29(1):75-82
-
(2006)
J Chin Inst Eng
, vol.29
, pp. 75-82
-
-
Tsai, T.L.1
Chang, K.C.2
Huang, L.H.3
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