Regional land subsidence model embodying complex deformation

Proceedings of the Institution of Civil Engineers: Water Management

Volumn 164, Issue 10, 2011, Pages 519-531

  Ye, Shujun ^a   Xue, Yuqun ^a   Wu, Jichun ^a   Zhang, Yun ^a   Wei, Zixin ^b   Li, Qinfen ^b  

^a NANJING UNIVERSITY   (China)

^b Shanghai Institute of Urban Geology   (China)

Author keywords

Groundwater; Mathematical modelling; Subsidence

Indexed keywords

COMPLEX DEFORMATION; DEFORMATION CHARACTERISTICS; ELASTIC-PLASTIC DEFORMATION; EXCESSIVE GROUNDWATER WITHDRAWAL; LAND SUBSIDENCE; LARGE REGIONS; MATHEMATICAL MODELLING; MERCHANT MODEL; MODEL-BASED OPC; MULTISCALES; SEDIMENTARY LAYERS;

COMPUTER SIMULATION; ELASTIC DEFORMATION; ELASTOPLASTICITY; GROUNDWATER; NUMERICAL METHODS; PLASTIC DEFORMATION; SUBSIDENCE;

FINITE ELEMENT METHOD;

ELASTOPLASTICITY; FINITE ELEMENT METHOD; GROUNDWATER ABSTRACTION; LAND DEGRADATION; NUMERICAL MODEL; PLASTIC DEFORMATION; SUBSIDENCE; VISCOELASTICITY;

CHINA; SHANGHAI;

EID: 80054833331     PISSN: 17417589     EISSN: 17517729     Source Type: Journal    
DOI: 10.1680/wama.1000062     Document Type: Article

References (35)

1. Bergado DT, Nutalaya P, Balasubramaniam AS et al. (1988) Causes, effects and predictions of land subsidence in AIT Campus, Chao Phraya plain, Bangkok, Thailand. Bulletin of the Association of Engineering Geologists 25(1): 57-81.
2. Bjerrum L (1967) Engineering geology of Norwegian normally consolidated marine clays as related to settlements of buildings. Géotechnique 17(2): 81-118.
3. Borja RI and Karazanjiian JE (1985) A constitutive model for the stress-strain-time behaviour of 'wet' clays. Géotechnique 35(3): 283-298.
4. Bravo R, Rogers JR and Cleveland TG (1991) Analysis of groundwater level fluctuations and borehole extensometer data from the Baytown Area, Houston, TX. In Land Subsidence (Johnson AI (ed.)). International Association of Hydrological Sciences, Washington, DC, pp. 12-18.
5. Corapcioglu MY and Brutsaert W (1977) Viscoelastic aquifer model applied to subsidence due to pumping. Water Resources Research 13(3): 597-604.
6. Domenico B, Gambolati G and Teatini P (2000) Water dynamics and enhanced land subsidence over productive gas fields: application to Dosso degli angeli reservoir, Ravenna, Italy. Geological Society of America 348: 129-149.
7. Gambolati G and Freeze RA (1973) Mathematical simulation of the subsidence of Venice: 1. Theory. Water Resources Research 9(3): 721-733.
8. Gambolati G, Gatto P and Freeze RA (1974) Mathematical simulation of the subsidence of Venice: 2. Results. Water Resources Research 10(3): 563-577.
9. Gambolati G, Ricceri G, Bertoni W, Brighenti G and Vuillermin E (1991) Mathematical simulation of the subsidence of Ravenna. Water Resources Research 27(11): 2899-2918.
10. Garlanger JE (1972) The consolidation of soil exhibiting creep under constant effective stress. Géotechnique 22(1): 71-78.
11. Gu X and Ran Q (2000) A 3-D coupled model with consideration of rheological properties. Proceedings of the 6th International Symposium on Land Subsidence, Padova. IAHS Press, Oxfordshire, UK, 355-365.
12. Gu X, Xu D and Deng W (1995) A computing model based on cyclic consolidation test. Proceedings of the 5th International Symposium on Land Subsidence, The Hague. IAHS Press, Oxfordshire, UK, 295-303.
13. Helm DC (1975) One-dimensional simulation of aquifer system compaction near Pixley, California 1. Constant parameters. Water Resources Research 11(3): 465-478.
14. Helm DC (1976) One-dimensional simulation of aquifer system compaction near Pixley, California 2. Stressdependent parameters. Water Resources Research 12(3): 375-391.
15. Hou TY and Wu XH (1997) A multiscale finite element method for elliptic problems in composite materials and porous media. Journal of Computational Physics 134(1): 169-189.
16. Hou TY, Wu XH and Cai Z (1999) Convergence of a multiscale finite element method for elliptic problems with rapidly oscillating coefficients. Mathematics of Computation 68(227): 913-943.
17. Huang W (1983) Engineering Properties of Soils. China Water Power Press, Beijing.
18. Inaba Y, Abe I, Iwasaki S et al. (1969) Reviews of land subsidence researches in Tokyo. Proceedings of the 1st International Symposium on Land Subsidence, Tokyo. IAHS Press, Oxfordshire, UK, 87-98.
19. Janbu N (1985) Twenty-fifth Rankine lecture: Soil models in offshore engineering. Géotechnique, 35(3): 239-282.
20. Larson KJ, Basagaoglu H and Marino MA (2001) Prediction of optimal safe ground water yield and land subsidence in the Los Banos-Kettleman City area, California, using a calibrated numerical simulation model. Journal of Hydrology 242(1-2): 79-102.
21. Neuman SP and Witherspoon PA (1969) Transient Flow of Ground Water to Wells in Multiple-aquifer Systems. University of California, Berkeley, Geotechnical engineering report.
22. Neuman SP, Preller C and Narasimhan TN (1982) Adaptive explicit-implicit quasi three dimensional finite element model of flow and subsidence in multiaquifer systems. Water Resources Research 18(5): 1551-1561.
23. Ortega-Guerrero A, Rudolph DL and Cherry JA (1999) Analysis of long-term land subsidence near Mexico City: Field investigations and predictive modeling. Water Resources Research 35(11): 3327-3341.
24. Poland JF (ed.) (1984) Guidebook to Studies of Land Subsidence due to Groundwater Withdrawal. Book Crafters Press, Chelsea, MI, pp. 175-184.
25. Shearer TR (1998) A numerical model to calculate land subsidence applied at Hangu in China. Engineering Geology 49: 85-93.
26. Terzaghi K and Peck RB (eds) (1967) Soil Mechanics in Engineering Practice, 2nd edn. Wiley, New York, USA.
27. Xue Y, Zhu X and Wu J (eds) (1997) Ground Water Hydrodynamics. Geology Press, Beijing.
28. Xue YQ, Zhang Y, Ye SJ, Wu JC and Li QF (2005) Land subsidence in China. Environmental Geology 48(6): 713-720.
29. Xue Y, Wu J, Zhang Y et al. (2008) Simulation of regional land subsidence in the southern Yangtze Delta. Science in China Series D: Earth Sciences 51(6): 808-825.
30. Ye S (2004) Study on the Regional Land Subsidence Model and its Application. PhD dissertation, Nanjing University, Nanjing (in Chinese).
31. Ye SJ and Xue YQ (2005) Stress-strain analysis for storage coefficients and vertical hydraulic conductivities in aquitards, Shanghai. Rock and Soil Mechanics 26(2): 256-260 (in Chinese).
32. Ye S, Xue Y and Xie C (2004) Application of the multiscale finite element method to flow in heterogeneous porous media. Water Resources Research 40 (W09202) doi: 10.1029/2003WR002914.
33. Ye SJ, Xue YQ and Zhang Y (2005) Study on the deformation characteristics of soil layers in regional land subsidence model of Shanghai. Chinese Journal of Geotechnical Engineering 27(2): 140-147 (in Chinese).
34. Yin JH and Graham J (1996) Elastic visco-plastic modelling of one-dimensional consolidation. Géotechnique 46(3): 515-527.
35. Zhang A and Wei Z (2002) Past, present and future research on land subsidence in Shanghai City. Hydrogeology and Engineering Geology 29(5): 72-75 (in Chinese).