Articles | Volume 372
12 Nov 2015
12 Nov 2015
Characterization of land subsidence induced by groundwater withdrawals in Wenyu River alluvial fan, Beijing, China
R. Wang et al.
No articles found.
Kunchao Lei, Fengshan Ma, Jiurong Liu, Yong Luo, Wenjun Cui, Yi Zhou, He Liu, Xinghui Wang, Miaozhuang Tian, and Long Zhao
Proc. IAHS, 382, 309–314,
Kaiwen Shi and Yong Luo
Proc. IAHS, 382, 339–344,Short summary
The results of this study show that (1) since 2012, the proportion of shallow-layer (≤ 82 m) compression and settlement contribution has gradually decreased, while the proportion of deep-layer (> 82 m) compression has significantly increased; (2) during the deformation process of layered soil, the amount of compression is closely related to the change of groundwater level; and (3) the shallow, middle and deep strata show obvious viscoelastic–plastic deformation characteristics on the whole.
Zhao Long, Luo Yong, Li Yumei, Tian Fang, Liu He, Lei Kunchao, Sha Te, Kong Xiangru, and Lu Menghan
Proc. IAHS, 382, 629–634,Short summary
The level morphological characteristics of ground fissures are influenced by the regional stress field. The morphology of ground fissures in Songzhuang were reshaped by the concentration of tensile stress and developed by the horizontal movement of a soil mass caused by groundwater overdraft. The Gaoliying ground fissures inherit the morphological characteristics of the Huangzhuang–Gaoliying fault, with differential settlement in a small area accelerating the development of Gaoliying fissures.
Luo Yong, Zhao Long, Zhu Lin, Tian Fang, Lei Kunchao, and Sun Aihua
Proc. IAHS, 382, 715–719,Short summary
This article established a groundwater–subsidence model in a typical land subsidence region and classified an early land subsidence warning zone based on the results from the model. If the pumping of groundwater from the second and fourth aquifers was reduced by 50 % and pumping from the third aquifer was reduced by 60 %, the early warning level for land subsidence would be greatly reduced and would meet the requirements for land subsidence control.
F. Tian, J.-R. Liu, Y. Luo, L. Zhu, Y. Yang, and Y. Zhou
Proc. IAHS, 372, 49–52,
G. Cheng, H. Wang, Y. Luo, and H. Guo
Proc. IAHS, 372, 231–234,Short summary
The results indicated that The surface location of Gaoliying fissure is controlled by the underlying normal fault activity, and over pumping further exacerbates development of the ground fissure; when the groundwater level declines, obvious differential settlement occurs at both sides of the ground fissure. The fault activity contributes about 28-39 percent, and the groundwater contributes about 61-72 percent to the deformation of the ground fissure, respectively.
Y. Yang, Y. Luo, M. Liu, R. Wang, and H. Wang
Proc. IAHS, 372, 239–242,
C. Ye, Y. Yang, F. Tian, Y. Luo, and Y. Zhou
Proc. IAHS, 372, 493–497,
Y. Jiang, J.-R. Liu, Y. Luo, Y. Yang, F. Tian, and K.-C. Lei
Proc. IAHS, 372, 507–510,
Bawden, G. W., Thatcher, W., Stein, R. S., Hudnut, K. W., and Peltze, G.: Tectonic constraction across Los Angeles after removal of groundwater pumping effects, Nature, 412, 812–815, 2001.
Burbey, T. J.: Stress-strain analyses for aquifer-system characterization, Groundwater, 39, 128–136, 2001.
Dong, K. G., Wang, W., Yu, Q., Zhou, J., Lu, Y., Yi, Ch. R., and Zheng, Y. P.: Ratio of soil loss to groundwater-exploitation in the Tianjin land subsidence area, Hydrogeology and Engineering Geology, 5, 76–80+91, 2008.
Liu, Y., Ye, C., and Jia, S.-M.: Division of water-bearing zones and compressible layers in Beijing's land subsidence areas, City Geology, 1, 10–15, 2007.
Shi, X. Q., Xue, Y. Q., Wu, J. Ch., Zhang, Y., Yu, J., and Zhu, J. Q.: A study of soil deformation properties of the groundwater system in the Changzhou area, Hydrogeology and Engineering Geology, 3, 1–6, 2006.
Tian, F., Guo, M., Luo, Y., Zhou, Y., and Jia, S. M.: The deformation behavior of soil mass in the subsidence area of Beijing, Geology in China, 39, 236–242, 2012.
Yang, Y., Zheng, F. D., Liu, L. C., Wang, S. F., and Wang, R.: Study on the correlation between groundwater level and ground subsidence in Beijing plain areas, Geotechical Investigation & Surveying, 8, 44–48, 2013.
Zhang, Y., Xue, Y. Q., Ye, Sh.j., Wu, J. Ch., and Li, Q. F.: Analysis of deformation of sand strata and land subsidence based on modes of groundwater level changes in Shanghai city, The Chinese Journal of Geological Hazard and Control, 3, 103–109, 2006.