Interpretation of increased deformation rate in aquifer IV due to groundwater pumping in Shanghai

Canadian Geotechnical Journal

Volumn 50, Issue 11, 2013, Pages 1129-1142

  Shen, Shui Long ^a   Ma, Lei ^b   Xu, Ye Shuang ^b   Yin, Zhen Yu ^b  

^a Shanghai Jiao Tong University   (China)

^b SHANGHAI JIAO TONG UNIVERSITY   (China)

Author keywords

Aquifer IV deformation; Groundwater pumping; Hydraulic gradient; Shear stress; Volumetric contraction

Indexed keywords

DEFORMATION BEHAVIOR; GROUNDWATER POTENTIALS; GROUNDWATER PUMPING; HYDRAULIC GRADIENTS; LAND SUBSIDENCE MODELS; TEMPORAL AND SPATIAL; TIME DEPENDENT BEHAVIOR; VOLUMETRIC CONTRACTION;

AQUIFERS; FORECASTING; GROUNDWATER FLOW; GROUNDWATER RESOURCES; HYDROGEOLOGY; MECHANICS; PUMPS; SHEAR STRESS;

CREEP;

AQUIFER; CONSOLIDATION; CONTRACTION; COSSERAT THEORY; CREEP; DEFORMATION; GROUNDWATER ABSTRACTION; GROUNDWATER FLOW; SHEAR STRESS; SUBSIDENCE; TIME DEPENDENT BEHAVIOR;

CHINA; SHANGHAI;

EID: 84886636177     PISSN: 00083674     EISSN: 12086010     Source Type: Journal    
DOI: 10.1139/cgj-2013-0042     Document Type: Article

References (58)

1. Bear, J. 1972. Dynamics of fluids in porous media. Elsevier, New York.
2. Bell, J.W., Amelung, F., Ferretti, A., Bianchi, M., and Novali, F. 2008. Permanent scatterer InSAR reveals seasonal and long-term aquifer-system response to groundwater pumping and artificial recharge. Water Resources Research, 44(24), W02407, doi:10.1029/2007WR006152.
3. Brinkgreve, R.B.J. 2004. PLAXIS-2D Version 8 user's manual.
4. A.A. Balkema, Rotterdam Budhu, M. 2011. Earth fissure formation from the mechanics of groundwater pumping. International Journal of Geomechanics, 11(1): 1-11. doi:10.1061/ (ASCE)GM.1943-5622.0000060.
5. Budhu, M., and Adiyaman, I.B. 2010. Mechanics of land subsidence due to groundwater pumping. International Journal for Numerical and Analytical Method in Geomechanics, 34(14): 1459-1478. doi:10.1002/nag.863.
6. Chai, J.-C., Miura, N., and Shen, S.-L. 2002. Performance of embankments with and without reinforcement on soft subsoil. Canadian Geotechnical Journal, 39(4): 838-848. doi:10.1139/t02-033.
7. Chai, J.-C., Shen, S.-L., Zhu, H.-H., and Zhang, X.-L. 2004. Land subsidence due to groundwater drawdown in Shanghai. Géotechnique, 54(2): 143-147. doi:10. 1680/geot.2004.54.2.143.
8. Chai, J.C., Shen, S.L., Zhu, H.H., and Zhang, X.L. 2005. 1D analysis of land subsidence in Shanghai. Lowland Technology International, International Association of Lowland Technology, 7(1): 33-41.
9. Chang, C.S., and Yin, Z.Y. 2010. Modeling stress-dilatancy for sand under compression and extension loading conditions. Journal of Engineering Mechanics, 136(6): 777-786. doi:10.1061/(ASCE)EM.1943-7889.0000116.
10. Chen, J.-J., Zhang, L., Zhang, J.-F., Zhu, Y.-F., and Wang, J.-H. 2013. Field tests, modification, and application of deep soil mixing method in soft clay. Journal of Geotechnical and Geoenvironmental Engineering. 139(1): 24-34. doi:10.1061/(ASCE)GT.1943-5606.0000746.
11. Cosserat, E., and Cosserat, F. 1909. Theorie des corps deformables. Herman et fils, Paris.
12. Gambolati, G., and Freeze, R.A. 1973. Mathematical simulation of the subsidence of Venice: 1. Theory. Water Resources Research, 9(3): 721-733. doi:10.1029/WR009i003p00721.
13. Gong, S.L., Wu, J.Z., and Yan, X.X. 2005. Analysis on land subsidence due to construction engineering in soft soil region of Shanghai. In Proceedings of the Seventh International Symposium on Land Subsidence. Edited by A.G. Zhang, S.L. Gong, L. Carbognin, and A.I. Johnson. Vol. 1, pp. 82-87.
14. Gu, X.Y., and Ran, Q.Q. 2000. A 3-D coupled model with consideration of rheological properties. In Proceedings of the 6th International Symposium on Land Subsidence (SISLOS 2005). Vol. 1, pp. 18-29.
15. Horpibulsuk, S., Shibuya, S., Fuenkajorn, K., and Katkan, W. 2007. Assessment of engineering properties of Bangkok clay. Canadian Geotechnical Journal, 44(2): 173-187. doi:10.1139/T06-101.
16. Huang, J., and Han, J. 2009. 3D coupled mechanical and hydraulic modeling of a geosynthetic-reinforced deep mixed column-supported embankment. Geotextiles and Geomembranes, 27(4): 272-280. doi:10.1016/j.geotexmem.2009. 01.001.
17. Huang, J., Han, J., and Oztoprak, S. 2009. Coupled mechanical and hydraulic modeling of geosynthetic-reinforced column-supported embankments. Journal of Geotechnical and Geoenvironmental Engineering, 135(8): 1011-1021. doi:10.1061/(ASCE)GT.1943-5606.0000026.
18. Ishihara, K. 1976. Fundamentals of soil dynamics. Chapter 9. Liquefaction of sand. Kashima Publisher, Tokyo. [In Japanese.]
19. Kim, J.M. 2005. Three-dimensional numerical simulation of fully coupled groundwater flow and land deformation in unsaturated true anisotropic aquifers due to groundwater pumping. Water Resources Research, 41(1): W01003. doi:10.1029/2003WR002941.
20. Miura, N., Murata, H., and Yasufuku, N. 1984. Stress-strain characteristics of sand in a particle-crushing region. Soils and Foundations, 24(1): 77-89. doi:10.3208/ sandf1972.24.77.
21. Nawir, H., Tatsuoka, F., and Kuwano, R. 2003. Experimental evaluation of the viscous properties of sand in shear. Soils and Foundations, 43(6): 13-31. doi: 10.3208/sandf.43.6-13.
22. Ortiz, Z.D., and Ortega, G.A. 2010. Evolution of long-term land subsidence near Mexico City: review, field investigations, and predictive simulations. Water Resources Research, 46: W01513. doi:10.1029/2008WR007398.
23. Phien-wej, N., Giao, P.H., and Nutalaya, P. 2006. Land subsidence in Bangkok, Thailand. Engineering Geology, 82(4): 187-201. doi:10.1016/j.enggeo.2005.10. 004.
24. Qian, S.Y., and Gu, X.Y. 1981. Computation of land subsidence in Shanghai. Chinese Journal of Geotechnical Engineering, 3(3): 1-9. [In Chinese.]
25. Rowe, P.W. 1962. The stress-dilatancy relation for static equilibrium of an assembly of particles in contact. Proceedings of the Royal Society A: Mathematical, Physical, and Engineering Sciences, 269: 500-527.
26. Shanghai Geological Environmental Atlas Editorial Board (SGEAEB). 2002. Shanghai Geological Environmental Atlas (SGEA). Geology Press, Beijing. Shanghai Statistics. 2011. Bulletin on the major data of the sixth census in Shanghai. [In Chinese.]
27. Shen, S.-L., and Xu, Y.-S. 2011. Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai. Canadian Geotechnical Journal, 48(9): 1378-1392. doi:10.1139/t11-049.
28. Shen, S.-L., Chai, J.-C., Hong, Z.-S., and Cai, F.-X. 2005. Analysis of field performance of embankments on soft clay deposit with and without PVDimprovement. Geotextiles and Geomembranes, 23(6): 463-485. doi:10.1016/j.geotexmem.2005.05.002.
29. Shen, S.-L., Xu, Y.-S., and Hong, Z.-S. 2006. Estimation of land subsidence based on groundwater flow model. Marine Georesources and Geotechnology, 24(2): 149-167. doi:10.1080/10641190600704848.
30. Shi, X.-Q., Xue, Y.-Q., Ye, S.-J., Wu, J.-C., Zhang, Y., and Yu, J. 2007. Characterization of land subsidence induced by groundwater withdrawals in Su-Xi-Chang area, China. Environmental Geology, 52(1): 27-40. doi:10.1007/s00254-006-0446-3.
31. Su, H.Y. 1979. Investigation on the deformation characteristics of soft deposit in Shanghai under pumping and recharge. Chinese Journal of Geotechnical Engineering, 1(1): 24-35. [In Chinese.]
32. Tan, Y., and Li, M. 2011. Measured performance of a 26 m deep top-down excavation in downtown Shanghai. Canadian Geotechnical Journal, 48(5): 704-719. doi:10.1139/t10-100.
33. Tan, Y., and Wang, D.L. 2013a. Characteristics of a large-scale deep foundation pit excavated by central-island technique in Shanghai soft clay. Part I: bottom-up construction of the central cylindrical shaft. Journal of Geotechnical and Geoenvironmental Engineering. [Published online ahead of print 22 March 2013.] doi:10.1061/(ASCE)GT.1943-5606.0000928.
34. Tan, Y., and Wang, D.L. 2013b. Characteristics of a large-scale deep foundation pit excavated by central-island technique in Shanghai soft clay. Part II: top-down construction of the peripheral rectangular pit. Journal of Geotechnical and Geoenvironmental Engineering. [Published online ahead of print 22 March 2013.] doi:10.1061/(ASCE)GT.1943-5606.0000929.
35. Tan, Y., and Wei, B. 2012. Observed behaviors of a long and deep excavation constructed by cut-and-cover technique in Shanghai soft clay. Journal of Geotechnical and Geoenvironmental Engineering, 138(1): 69-88. doi:10.1061/(ASCE)GT.1943-5606.0000553.
36. Tang, Y.Q., Cui, Z.D., Wang, J.X., Lu, C., and Yan, X.X. 2008. Model test study of land subsidence caused by high-rise building group in Shanghai. Bulletin of Engineering Geology and the Environment, 67(2): 173-179. doi:10.1007/s10064-008-0121-x.
37. Teatini, P., Ferronato, M., Gambolati, G., and Gonella, M. 2006. Groundwater pumping and land subsidence in the Emilia-Romagna coastland, Italy: modeling the past occurrence and the future trend. Water Resources Research, 42(1): W01406. doi:10.1029/2005WR004242.
38. Thu, T.M., and Fredlund, D.G. 2000. Modelling subsidence in the Hanoi City area, Vietnam. Canadian Geotechnical Journal, 37(3): 621-637. doi:10.1139/t99-126.
39. Xu, Y.-S., Shen, S.-L., Cai, Z.-Y., and Zhou, G.-Y. 2008. The state of land subsidence and prediction approaches due to groundwater withdrawal in China. Natural Hazards, 45(1): 123-135. doi:10.1007/s11069-007-9168-4.
40. Xu, Y.-S., Shen, S.-L., and Du, Y.-J. 2009. Geological and hydrogeological environment in Shanghai with geohazards to construction and maintenance of infrastructures. Engineering Geology, 109(3-4): 241-254. doi:10.1016/j.enggeo.2009.08.009.
41. Xu, Y.-S., Ma, L., Du, Y.-J., and Shen, S.-L. 2012a. Analysis of urbanization induced land subsidence in Shanghai. Natural Hazards, 63(2): 1255-1267. doi:10.1007/s11069-012-0220-7.
42. Xu, Y.-S., Ma, L., Shen, S.-L., and Sun, W.-J. 2012b. Evaluation of land subsidence by considering underground structures penetrated into aquifers in Shanghai. Hydogeology Journal, 20(8): 1623-1634. doi:10.1007/s10040-012-0892-9.
43. Xu, Y.S., Huang, R.Q., Han, J., and Shen, S.L. 2013a. Evaluation of allowable withdrawn volume of groundwater based on observed data. Natural Hazards, 67(4): 513-522. doi:10.1007/s11069-013-0576-3.
44. Xu, Y.S., Shen, S.L., Du, Y.J., Chai, J.C., and Horpibulsuk, S. 2013b. Modelling the cutoff behavior of underground structure in multi-aquifer-aquitard groundwater system. Natural Hazards, 66(2): 731-748. doi:10.1007/s11069-012-0512-y.
45. Xue, Y.Q., Wu, J.C., Zhang, Y., Ye, S.J., Shi, X.Q., Wei, Z.X., Li, Q.F., and Yu, J. 2008. Simulation of land subsidence in the south of Yangtze River Delta. Science in China (Earth Science), 38(4): 477-492. [In Chinese.]
46. Yin, J.-H. 1999. Non-linear creep of soils in oedometer tests. Géotechnique, 49(5): 699-707. doi:10.1680/geot.1999.49.5.699.
47. Yin, Z.-Y., and Chang, C.S. 2013. Stress-dilatancy behavior for sand under loading and unloading conditions. International Journal for Numerical and Analytical Methods in Geomechanics, 37(8): 855-870. doi:10.1002/nag.1125.
48. Yin, Z.-Y., and Hicher, P.-Y. 2008. Identifying parameters controlling soil delayed behaviour from laboratory and in situ pressuremeter testing. International Journal for Numerical and Analytical Methods in Geomechanics, 32(12): 1515-1535. doi:10.1002/nag.684.
49. Yin, J.-H., and Graham, J. 1994. Equivalent times and one-dimensional elastic viscoplastic modelling of time-dependent stress-strain behaviour of clays. Canadian Geotechnical Journal, 31(1): 42-52. doi:10.1139/t94-005.
50. Yin, J.-H., and Graham, J. 1996. Elastic visco-plastic modelling of onedimensional consolidation. Géotechnique, 46(3): 515-527. doi:10.1680/geot.1996.46.3.515.
51. Yin, J.-H., and Graham, J. 1999. Elastic viscoplastic modelling of the timedependent stress-strain behaviour of soils. Canadian Geotechnical Journal, 36(4): 736-745. doi:10.1139/t99-042.
52. Yin, J.-H., and Zhu, J.-G. 1999. Elastic viscoplastic consolidation modelling and interpretation of pore-water pressure responses in clay underneath Tarsiut Island. Canadian Geotechnical Journal, 36(4): 708-717. doi:10.1139/t99-041.
53. Yin, J.-H., Zhu, J.-G., and Graham, J. 2002. A new elastic viscoplastic model for time-dependent behaviour of normally and overconsolidated clays: theory and verification. Canadian Geotechnical Journal, 39(1): 157-173. doi:10.1139/t01-074.
54. Yin, Z.-Y., Chang, C.S., Karstunen, M., and Hicher, P.-Y. 2010a. An anisotropic elastic-viscoplastic model for soft soils. International Journal of Solids and Structures, 47(5): 665-677. doi:10.1016/j.ijsolstr.2009.11.004.
55. Yin, Z.-Y., Karstunen, M., and Hicher, P.Y. 2010b. Evaluation of the influence of elasto-viscoplastic scaling functions on modelling time-dependent behaviour of natural clays. Soils and Foundations, 50(2): 203-214. doi:10.3208/sandf.50.203.
56. Yin, Z.-Y., Chang, C.S., and Hicher, P.Y. 2010c. Micromechanical modelling for effect of inherent anisotropy on cyclic behaviour of sand. International Journal of Solids and Structures, 47(14-15): 1933-1951. doi:10.1016/j.ijsolstr.2010.03.028.
57. Yin, Z.-Y., Karstunen, M., Chang, C.S., Koskinen, M., and Lojander, M. 2011. Modeling time-dependent behavior of soft sensitive clay. Journal of Geotechnical and Geoenvironmental Engineering, 137(11): 1103-1113. doi:10.1061/(ASCE)GT. 1943-5606.0000527.
58. Zhang, Y., Xue, Y.-Q., Wu, J.-C., Ye, S.-J., and Li, Q.-F. 2007. Stress-strain measurements of deforming aquifer systems that underlie Shanghai, China. Environmental and Engineering Geoscience, 13(3): 217-228. doi:10.2113/gseegeosci.13. 3.217.