Numerical simulation of viscoelastoplastic land subsidence due to groundwater overdrafting in shanghai, China

Journal of Hydrologic Engineering

Volumn 15, Issue 3, 2010, Pages 223-236

  Wu, Jichun ^a   Shi, Xiaoqing ^a   Ye, Shujun ^a   Xue, Yuqun ^a   Zhang, Yun ^a   Wei, Zixin ^b   Fang, Zheng ^b  

^a NANJING UNIVERSITY   (China)

^b SHANGHAI INSTITUTE OF GEOLOGICAL SURVEY   (China)

Author keywords

Groundwater overdrafting; Land subsidence model; Numerical simulation

Indexed keywords

CONSTITUTIVE LAW; COUPLED MODELS; CUMULATIVE AMOUNT; DEFORMATION CHARACTERISTICS; DEFORMATION MEASUREMENTS; ECONOMIC POSITIONS; FIELD DATA; GEOLOGICAL HAZARDS; GROUND WATER LEVEL; GROUNDWATER OVERPUMPING; GROUNDWATER PUMPING; HYDRAULIC HEADS; LAND SUBSIDENCE; LAND SUBSIDENCE MODEL; MERCHANT MODEL; MULTISCALES; NUMERICAL SIMULATION; OBSERVATION WELLS; SHANGHAI , CHINA; THREE-DIMENSIONAL GROUNDWATER; VERTICAL DEFORMATION; VISCOELASTOPLASTICITY;

DATA COMPRESSION; DEFORMATION; ELASTICITY; FINITE ELEMENT METHOD; GROUNDWATER; GROUNDWATER FLOW; PUMPS; SUBSIDENCE; THREE DIMENSIONAL;

MATHEMATICAL MODELS;

DEFORMATION; GEOLOGICAL HAZARD; GROUNDWATER ABSTRACTION; GROUNDWATER FLOW; NUMERICAL MODEL; SUBSIDENCE;

CHINA; SHANGHAI;

EID: 77950609016     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HE.1943-5584.0000172     Document Type: Article

References (41)

1. Biot MA. General theory of three-dimensional consolidation. J. Appl. Phys. 1941, 12:155-164. JAPIAU, 0021-8979, 10.1063/1.1712886.
2. Bjerrum L. Engineering geology of Norwegian normally consolidated marine clays as related to settlements of buildings. Geotechnique 1967, 17:83-118. GTNQA8, 0016-8505, 10.1680/geot.1967.17.2.83.
3. Borja RI, Karazanjiian JE. A constitutive model for the stress-strain-time behaviour of 'wet' clays. Geotechnique 1985, 35(3):283-298. GTNQA8, 0016-8505, 10.1680/geot.1985.35.3.283.
4. Bravo R, Rogers JR, Cleveland TG. Analysis of groundwater level fluctuations and borehole extensometer data from the Baytown area, Houston, TX. Land subsidence 1991, 12-18. International Association of Hydrological Sciences, Washington, D.C..
5. Chen CX, Pei SP, Jiao JJ. Land subsidence caused by groundwater exploitation in Suzhou City, China. Hydrogeol. J. 2003, 11:275-287. HJYOAW, 1431-2174.
6. Di Prisco C, Imposimato S, Vardoulakis I. Mechanical modeling of drained creep triaxial tests on loose sand. Geotechnique 2000, 50(1):73-82. GTNQA8, 0016-8505, 10.1680/geot.2000.50.1.73.
7. Gabrysch RK, Neighbors RJ. Land-surface subsidence and its control in the Houston-Galveston region, Texas, 1906-1995. Proc., 6th Int. Symp. on Land Subsidence 2000, 2:81-92. L. Carbognin, G. Gambolati, A. I. Johnson, eds., Vol., Consiglio Nazionale delle Ricerche, Ravenna, Italy.
8. Gambolati G, Freeze RA. Mathematical simulation of the subsidence of Venice: 1. Theory. Water Resour. Res. 1973, 9(3):721-733. WRERAQ, 0043-1397, 10.1029/WR009i003p00721.
9. Garlanger JE. The consolidation of soil exhibiting creep under constant effective stress. Geotechnique 1972, 22:71-78. GTNQA8, 0016-8505, 10.1680/geot.1972.22.1.71.
10. Gu X, Ran Q. A 3-D coupled model with consolidation of rheological properties. Proc., 6th Int. Symp. on Land Subsidence 2000, II:355-365. Tipografia La Garagola, Padova, Italy.
11. Helm DC. One-dimensional simulation of aquifer system compaction near Pixley, California. 2: Stress-dependent parameters. Water Resour. Res. 1976, 12(3):375-391. WRERAQ, 0043-1397, 10.1029/WR012i003p00375.
12. Hou TY, Wu XH. A multiscale finite-element method for elliptic problems in composite materials and porous media. J. Comput. Phys. 1997, 134:169-189. JCTPAH, 0021-9991, 10.1006/jcph.1997.5682.
13. Hou TY, Wu XH, Cai Z. Convergence of a multiscale finite-element method for elliptic problems with rapidly oscillating coefficients. Math. Comput. 1999, 68(227):913-943. MCMPAF, 0025-5718, 10.1090/S0025-5718-99-01077-7.
14. Hu RL, Wang SJ, Lee CF, Li ML. Characteristics and trends of land subsidence in Tanggu, Tianjin, China. Bull. Eng. Geol. Environ. 2002, 61(3):213-225. BEGECH, 1435-9529, 10.1007/s100640100132.
15. Huang W. Engineering properties of soils 1983, China Water Power, Beijing.
16. Lade PV, Liu CT. Experimental study of drained creep behavior of sand. J. Eng. Mech. 1998, 124(8):912-920. JENMDT, 0733-9399, 10.1061/(ASCE)0733-9399(1998)124:8(912).
17. Lambe TW, Whitman RV. Soil mechanics, SI version 1979, Wiley, New York.
18. Lewis RR, Schrefler B. A fully coupled consolidation model of the subsidence of Venice. Water Resour. Res. 1978, 14(2):223-230. WRERAQ, 0043-1397, 10.1029/WR014i002p00223.
19. Li QF, Fang Z, Wang HM. Calculation and prediction of model of extractive groundwater in Shanghai. Shanghai Geology 2000, 13(2):36-43. (in Chinese).
20. Liu CH, Pan YW, Liao JJ, Huang CT, Ouyang S. Characterization of land subsidence in the Chaoshui River alluvial fan, Taiwan. Environ. Geol. 2004, 45:1154-1166. ENGOE9, 0943-0105, 10.1007/s00254-004-0983-6.
21. Lofgren BL, Tison LJ. Field measurements of aquifer-system compaction, San Joaquin Valley, California. Land subsidence 1969, 1:272-284. ed., International Association of Scientific Hydrology, Washington, D.C., 88.
22. Men FL. Preliminary investigations on rheological properties of clay and ground settlement in Shanghai City (I). J. Nat. Disaster Sci. 1999a, 8(3):117-126. ZZZZZZ, 0388-4090, ., (in Chinese).
23. Men FL. Preliminary investigations on rheological properties of clay and ground settlement in Shanghai City. J. Nat. Disaster Sci. 1999b, 8(4):123-132. ZZZZZZ, 0388-4090, (in Chinese).
24. Neuman SP, Preller C, Narasimhan TN. Adaptive explicit-implicit quasi three dimensional finite-element model of flow and subsidence in multiaquifer systems. Water Resour. Res. 1982, 18(5):1551-1561. WRERAQ, 0043-1397, 10.1029/WR018i005p01551.
25. Ortega-Guerrero A, Rudolph DL, Cherry JA. The analysis of long term land subsidence near Mexico City: Field investigations and predictive modeling. Water Resour. Res. 1999, 35(11):3327-3341. WRERAQ, 0043-1397, 10.1029/1999WR900148.
26. Qian SY, Gu XY. Calculation of land subsidence in Shanghai. J. Geotech. Eng. 1981, 3(3):1-9. (in Chinese).
27. Riley FS. Developments in borehole extensometry. Land subsidence 1984, 151:169-186. A. I. Johnson, L. Carbognin, L. Ubertini, International Association of Hydrological Sciences, Washington, D.C.
28. Rudolph DL, Frind EO. Hydraulic response of highly compressible aquitards during consolidation. Water Resour. Res. 1991, 27(1):17-30. WRERAQ, 0043-1397, 10.1029/90WR01700.
29. Land subsidence in foreign countries 1978, Shanghai Institute of Geology (SIG), Geological Publishing House, Beijing (in Chinese).
30. Shi XQ, Wu JC, Ye SJ, Zhang Y, Xue YQ, Wei ZX, Li QF, Yu J. Regional land subsidence simulation in Su-Xi-Chang and Shanghai City, China. Eng. Geol. (Amsterdam) 2008b, 100:27-42. EGGOAO, 0013-7952, 10.1016/j.enggeo.2008.02.011.
31. Shi XQ, Xue YQ, Wu JC, Ye SJ, Zhang Y, Wei ZX, Yu J. Characterization of regional land subsidence in Yangtze Delta, China: The example of Su-Xi-Chang area and the city of Shanghai. Hydrogeol. J. 2008a, 16(3):593-607. HJYOAW, 1431-2174, 10.1007/s10040-007-0237-2.
32. Su HY. Investigation of the deformation characteristics of various soil strata under the influence of pumping out and back of ground water in Shanghai. Chinese J. Geotech. Eng. 1979, 1(1):24-35. YGXVEB, 1000-4548, (in Chinese).
33. Sun WS. Investigation report on prevention and control of land subsidence in Yangtze Delta. Proc., National Symp. on Land Subsidence 2002, 1-12. Z. X. Wei, Q. F. Li, eds., Shanghai Institute of Geology Survey, Shanghai, China, (in Chinese).
34. Wei Z. The stress-strain analysis of the 4th confined aquifer in Shanghai City. Hydrogeology and Engineering Geology 2002, 29(1):1-4. (in Chinese).
35. Xue YQ, Wu JC, Zhang Y, Ye SJ, Shi XQ, Wei ZX, Li QF, Yu J. Simulation of regional land subsidence in the southern Yangtze Delta. Sci. China, Ser. D: Earth Sci. 2008, 51(6):808-825. SCDEF8, 1006-9313, 10.1007/s11430-008-0062-z.
36. Xue YQ, Zhang Y, Ye SJ, Wu JC, Li QF. Land subsidence in China. Environ. Geol. 2005, 48(6):713-720. ENGOE9, 0943-0105, 10.1007/s00254-005-0010-6.
37. Ye SJ, Xue YQ. Stress-strain analyses for storage coefficients and vertical hydraulic conductivities in aquitards. Proc., Int. Symp. on Water Resources and the Urban Environment 2003, 619-623. China Environment Science, Beijing, .
38. Ye SJ, Xue YQ, Wu JC, Zhang Y, Wu JF, Li QF. Study on the groundwater flow model for land subsidence modeling in Shanghai. Proc., 7th Int. Symp. on Land Subsidence 2005, 628-634. Z. Agen, eds., .
39. Ye SJ, Xue YQ, Xie CH. Application of the multiscale finite element method to flow in heterogeneous porous media. Water Resour. Res. 2004, 40:W09202. WRERAQ, 0043-1397, 10.1029/2003WR002914.
40. Yin JH, Graham J. Elastic visco-plastic modelling of one-dimensional consolidation. Geotechnique 1996, 46(3):515-527. GTNQA8, 0016-8505, 10.1680/geot.1996.46.3.515.
41. Zhang Y, Xue YQ, Wu JC, Ye SJ, Li QF. Stress-strain measurements of deforming aquifer systems that underlie Shanghai, China. Environ. Eng. Geosci. 2007, 13(3):217-228. EEGEFJ, 1078-7275, 10.2113/gseegeosci.13.3.217.