Numerical simulation of artificial groundwater recharge for controlling land subsidence

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• 作者：Yu Huang (1)
  Yang Yang (1)
  Jinglin Li (1)
  
• 关键词：artificial groundwater recharge ; land subsidence ; numerical simulation ; site recharge test ; Shanghai
• 刊名：KSCE Journal of Civil Engineering
• 出版年：2015
• 出版时间：February 2015
• 年：2015
• 卷：19
• 期：2
• 页码：418-426
• 全文大小：878 KB
• 参考文献：1. ABAQUS Version 6.9 (2009). / User鈥檚 Manual. Inc. and Dassault Systemes.
  2. Antonellini, M., Mollema, P., Giambastiani, B., Bishop, K., Caruso, L., Minchio, A., Pellegrini, L., Sabia, M., Ulazzi, E., and Gabbianelli, G. (2008). 鈥淪alt water intrusion in the coastal aquifer of the southern Po Plain. Italy.鈥? / Hydrogeol. J., Vol. 16, No. 8, pp. 1541鈥?556, DOI: 10.1007/s10040-008-0319-9 . CrossRef
  3. Asaoka, A., Noda, T., Yamada E., Kaneda, K., and Nakano, M. (2002). 鈥淎n elasto-plastic description of two distinct volume change mechanisms of soils.鈥? / Soils and Foundations, Vol. 42, No. 5, pp. 47鈥?7. CrossRef
  4. Calderhead, A. I., Therrien, R., Rivera, A., Martel, R., and Garfias, J. (2011). 鈥淪imulating pumping-induced regional land subsidence with the use of InSAR and field data in the Toluca Valley, Mexico.鈥? / Adv. Water Resour., Vol. 34, No. 1, pp. 83鈥?7, DOI: 10.1016/j.advwatres.2010.09.017 . CrossRef
  5. Chai, J. C., Shen, S. L., Zhu, H. H., and Zhang, X. L. (2004). 鈥淟and subsidence due to groundwater drawdown in Shanghai.鈥? / Geotechnique, Vol. 54, No. 2, pp. 143鈥?47, DOI: 10.1680/geot.54.2.143.36332 . CrossRef
  6. Devin, L. G. and Thomas, J. B. (2011). 鈥淩eview: Regional land subsidence accompanying groundwater extraction.鈥? / Hydrogeol. J., Vol. 19, pp. 1459鈥?486, DOI: 10.1007/s10040-011-0775-5 . CrossRef
  7. Han, Z. S. (2003). 鈥淕roundwater resources protection and aquifer recovery in China.鈥? / Environmental Geology, Vol. 44, No. 1, pp. 106鈥?11, DOI: 10.1007/s00254-002-0705-x .
  8. Hashiguchi, K. (1989). 鈥淪ubloading surface model in unconventional plasticity.鈥? / Int. J. Solids Struct., Vol. 25, No. 8, pp. 917鈥?45. CrossRef
  9. Hashiguchi, K. and Ueno, M. (1977). 鈥淓lastoplastic constitutive laws of granular materials.鈥? / Proc., 9th Int. Conf. Soil Mech. Found. Eng., Tokyo, pp. 73鈥?2.
  10. Holzer, T. L. and Johnson, A. I. (1985). 鈥淟and Subsidence Caused by Ground Water Withdrawal in Urban Areas.鈥? / GeoJournal, Vol. 11, No. 3, pp. 245鈥?55. CrossRef
  11. Hsieh, H. H., Lee, C. H., Ting, C. S., and Chen, J. W. (2010). 鈥淚nfiltration mechanism simulation of artificial groundwater recharge: A case study at Pingtung Plain, Taiwan.鈥? / Environ. Earth Sci., Vol. 60, No. 7, pp. 1353鈥?360, DOI: 10.1007/s12665-009-0194-2 . CrossRef
  12. Hu, R. L., Yue, Z. Q., Wang, L. C., and Wang, S. J. (2004). 鈥淩eview on current status and challenging issues of land subsidence in China.鈥? / Eng. Geol., Vol. 76, pp. 65鈥?7, DOI: 10.1016/j.enggeo.2004.06.006 . CrossRef
  13. Huang, Y. and Zhou Z. Z. (2010). 鈥淣umerical implementation for subloading Cam-clay model in ABAQUS.鈥? / Chinese Journal of Geotechnical Engineering, Vol. 32, pp. 115鈥?19 (in Chinese).
  14. Nakai, T. and Hinokio, M. (2004). 鈥淎 simple elastoplastic model for normally and over consolidated soils with unified material parameters.鈥? / Soils and Foundations, Vol. 44, No. 2, pp. 53鈥?0. CrossRef
  15. Shanghai Municipal Bureau of Planning and Land Resources (SMBPLR) (2001鈥?009). Shanghai geological environmental bulletin (2001鈥?009) (in Chinese).
  16. Shen, S. L. and Xu, Y. S. (2011). 鈥淣umerical evaluation of land subsidence induced by groundwater pumping in Shanghai.鈥? / Can. Geotech., Vol. 48, No. 9, pp. 1378鈥?392, DOI: 10.1139/T11-049 . CrossRef
  17. Tongji Architectural Design (Group) Co., Ltd. (2005). Site investigation report of Tongji University Station of Shanghai Metro Line 10 construction (in Chinese).
  18. Terzaghi, K. (1936). 鈥淭he shearing resistance of saturated soils and the angle between the planes of shear.鈥? / Proc., 1st Int. Soil Mech. and Found., Vol. 1, pp. 54鈥?6.
  19. Wang, H. M., Wang, Y., Jiao, X., and Qian, G. R. (2014). 鈥淩isk management of land subsidence in Shanghai.鈥? / Desalin. Water Treat., Vol. 52, pp. 1122鈥?129, DOI: 10.1080/19443994.2013.826337 . CrossRef
  20. Wei, D. D. and Hu, Z. X. (1980). 鈥淓xperimental study of preconsolidation pressure and compressibility parameters of Shanghai subsoil.鈥? / Chinese Journal of Geotechnical Engineering, Vol. 2, No. 4, pp. 13鈥?2 (in Chinese).
  21. Wu, Y. (2003). 鈥淢echanism analysis of hazards caused by the interaction between groundwater and geo-environment.鈥? / Environmental Geology, Vol. 44, No. 7, pp. 811鈥?19, DOI: 10.1007/s00254-003-0819-9 . CrossRef
  22. Wu, J. C., Shi, X. Q., Xue, Y. Q., Zhang, Y., Wei, Z. X., and Yu, J. (2008). 鈥淭he development and control of the land subsidence in the Yangtze Delta, China.鈥? / Environmental Geology, Vol. 55, No. 8, pp. 1725鈥?735, DOI: 10.1007/s00254-007-1123-x . CrossRef
  23. Xu, Y. S., Ma, L., Du, Y. J., and Shen, S. L. (2012). 鈥淎nalysis of urbanisationinduced land subsidence in Shanghai.鈥? / Nat. Hazards, Vol. 63, No. 2, pp. 1255鈥?267, DOI: 10.1007/s11069-012-0220-7 . CrossRef
  24. Xue, Y. Q., Zhang, Y., Ye, S. J., Wu, J. C., and Li, Q. F. (2005). 鈥淟and subsidence in China.鈥? / Environmental Geology, Vol. 48, No. 6, pp. 713鈥?20, DOI: 10.1007/s00254-005-0010-6 . CrossRef
  25. Zektser, S., Loaiciga, H. A. and Wolf, J. T. (2005). 鈥淓nvironmental impacts of groundwater overdraft: Selected case studies in the southwestern United States.鈥? / Environmental Geology, Vol. 47, No. 3, pp. 396鈥?04, DOI: 10.1007/s00254-004-1164-3 . CrossRef
  26. Zhang, F. (2007). / Computational Soil Mechanics, China Communications Press, Beijing, China (in Chinese).
  27. Zhang, X. S., Wang, J. X., Wong, H., Leo, C. J. Liu, Q., Tang, Y. Q., Yan, X. L., Sun, W. H., Huang, Z. Q., and Hao, X. H. (2013). 鈥淟and subsidence caused by internal soil erosion owing to pumping confined aquifer groundwater during the deep foundation construction in Shanghai.鈥? / Nat. Hazards, Vol. 69, No. 1, pp. 473鈥?89, DOI: 10.1007/s11069-013-0718-7 . CrossRef
  
• 作者单位：Yu Huang (1)
  Yang Yang (1)
  Jinglin Li (1)
  
  1. Dept. of Geotechnical Engineering, Tongji University, Shanghai, 200092, China
  
• 刊物类别：Engineering
• 刊物主题：Civil Engineering
  Industrial Pollution Prevention
  Automotive and Aerospace Engineering and Traffic
  Geotechnical Engineering
  
• 出版者：Korean Society of Civil Engineers
• ISSN：1976-3808

文摘

Shanghai, a coastal city situated in the southern part of the Yangtze Delta, China, is experiencing a land subsidence problem due to the rapid development of construction and long-term groundwater withdrawal. Artificial groundwater recharge is considered to be an effective method to solve this problem. However, the stress-strain process in the aquifer and the surrounding ground is much complex rather than the traditional elastic model. In this study, the stress-strain process is considered to relate to the soil behavior under cyclic loading due to the artificial recharge. Because of the complex process, the Subloading Cam-clay model, which can reflect the soil compression and the nonlinear characteristics under cyclic loading condition, is employed. A site test of shallow groundwater recharge is conducted in a Shanghai aquifer to verify the proposed model. The comparison is made between the ground displacements of the test site and the numerical results. The results show that the Subloading Cam-clay model adopted in this paper can accurately simulate the land subsidence rebound by artificial recharge. Furthermore, both the test and numerical results demonstrated that artificial recharge is an effective method to control the land subsidence.