Abstract
Land subsidence resulted in the loss of urban safe elevation, the tilt of buildings, and the damage of underground pipelines. It has been a big challenge to urban sustainable development.
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References
Chai JC, Shen SL, Zhu HH (2004) Land subsidence due to ground water drawdown in Shanghai. Geotechnique 54(2):143–147
Cheng S, Zhang G, Zheng RH, Sun ZY (2011) Centrifuge modeling of response of bridge due to exploiting groundwater. Rock Soil Mech 32(6):1781–1786 (in Chinese)
Cui ZD, Tang YQ, Yan XX (2010) Centrifuge modeling of land subsidence caused by the high-rise building group in the soft soil area. Environ Earth Sci 59:1819–1826
Liu HP (2010) The study on the land subsidence with the effect of high-rise buildings in Tianjin Binhai new area (in Chinese)
Shen SL, Xu YS (2011) Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai. Can Geotech J 48:1378–1392
Shi XQ, Wu JC, Ye SJ, Zhang Y, XueYQ Wei ZX, Li QF, Yu J (2008) Regional land subsidence simulation in Su-Xi-Chang area and Shanghai City, China. Eng Geol 100:27–42
Shi XQ, Fang R, Wu JC, Xu HX, Sun YY, Yu J (2012) Sustainable development and utilization of groundwater resources considering land subsidence in Suzhou, China. Eng Geol 124:77–89
Sun ZY, Zhang G, Zhang JM, Li GH, Zheng RH (2008) Centrifuge modeling of ground subsidence due to groundwater pumping. China Civil Eng J 41(4):67–72 (in Chinese)
Tang YQ, Cui ZD, Wang JX (2008a) Model test study of land subsidence caused by high-rise building group in Shanghai. Bull Eng Geol Environ 67:173–179
Tang YQ, Cui ZD, Wang JX (2008b) Application of grey theory-based model to prediction of land subsidence due to engineering environment in Shanghai. Environ Geol 55:583–593
White DJ, Take WA, Bolton MD (2003) Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. Geotechnique 3(7):619–631
Wu JC, Shi XQ, Ye SJ, Xue YQ, Zhang Y, Wei ZX, Fang Z (2010) Numerical simulation of viscoelastoplastic land subsidence due to groundwater overdrafting in Shanghai, China. J Hydrol Eng 15(3):223–236
Xu YS, Ma L, Shen SL (2011) Influential factors on development of land subsidence with process of urbanization in Shanghai. Rock Soil Mech 32(S1):578–582 (in Chinese)
Xue YQ, Zhang Y, Ye SJ (2005) Land subsidence in China. Environ Geol 48:713–720
Yan XX, Gong SL, Zeng ZQ, Yu JY, Shen GP, Wang TJ (2002) Relationship between building density and land subsidence in Shanghai urban zone. Hydrogeol Eng Geol 6:21–25 (in Chinese)
Zhang AG (2005) Sustainable development and land subsidence controlling management in shanghai. Chin J Geol Hazard Control 16(1):1–4 (in Chinese)
Zhang AG, Wei ZX (2002) Past, present and future research on land subsidence in Shanghai City. Hydrogeol Eng Geol 5:72–75 (in Chinese)
Zhang WR, Duan ZL, Zeng ZQ, Shi HP (2003) Evaluation on economic losses resulted from land subsidence in Shanghai: 1921–2000. J Tongji Univ 31(6):743–748 (in Chinese)
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Cui, ZD. (2018). Physical Model Test of Layered Soil Subsidence Considering Dual Effects of Building Load and Groundwater Withdrawal. In: Land Subsidence Induced by the Engineering-Environmental Effect. Springer, Singapore. https://doi.org/10.1007/978-981-10-8040-1_8
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DOI: https://doi.org/10.1007/978-981-10-8040-1_8
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