Articles | Volume 372
Proc. IAHS, 372, 207–210, 2015
https://doi.org/10.5194/piahs-372-207-2015
Proc. IAHS, 372, 207–210, 2015
https://doi.org/10.5194/piahs-372-207-2015

  12 Nov 2015

12 Nov 2015

Prevention partition for land subsidence induced by engineering dewatering in Shanghai

J. X. Wang et al.

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Cited articles

Luo, Z. J., Zhang, Y. Y., and Wu, Y. X.: Finite element numerical simulation of three-dimensional seepage control for deep foundation pit dewatering, J. Hydrodyn., 20, 596–602, 2008.
Shen, S. L. and Xu, Y. S.: Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai, Can. Geotech., 48, 1378–1392, 2011.
SMCPA: The 12th Five-Year Plan for the land subsidence of Shanghai, SMCPA China, 2012.
Wang, J. X., Hu, L. S., Wu, L. G., Tang, Y. Q., Zhu, Y. F., and Yang, P.: Hydraulic Barrier Function of the Underground Continuous Concrete Wall in the Pit of Subway Station and its Optimization, Environ. Geol., 57, 47–453, 2009.
Wang, J. X., Feng, B., Liu, Y., Wu, L. G., Zhu, Y. F., Zhang, X. S., Tang, Y. Q., and Yang, P.: Controlling subsidence caused by de-watering in a deep foundation pit, B. Eng. Geol. Environ., 71, 545–555, 2012.