12 Nov 2015
12 Nov 2015
Numerical analysis to determine the impact of land subsidence on high-speed railway routes in Beijing, China
C. Ye et al.
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K. Lei, Y. Luo, B. Chen, M. Guo, G. Guo, Y. Yang, and R. Wang
Proc. IAHS, 372, 7–11, https://doi.org/10.5194/piahs-372-7-2015, https://doi.org/10.5194/piahs-372-7-2015, 2015
Kunchao Lei, Fengshan Ma, Jiurong Liu, Yong Luo, Wenjun Cui, Yi Zhou, He Liu, Xinghui Wang, Miaozhuang Tian, and Long Zhao
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Proc. IAHS, 382, 339–344, https://doi.org/10.5194/piahs-382-339-2020, https://doi.org/10.5194/piahs-382-339-2020, 2020
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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, https://doi.org/10.5194/piahs-382-629-2020, https://doi.org/10.5194/piahs-382-629-2020, 2020
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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, https://doi.org/10.5194/piahs-382-715-2020, https://doi.org/10.5194/piahs-382-715-2020, 2020
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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.
K. Lei, Y. Luo, B. Chen, M. Guo, G. Guo, Y. Yang, and R. Wang
Proc. IAHS, 372, 7–11, https://doi.org/10.5194/piahs-372-7-2015, https://doi.org/10.5194/piahs-372-7-2015, 2015
F. Tian, J.-R. Liu, Y. Luo, L. Zhu, Y. Yang, and Y. Zhou
Proc. IAHS, 372, 49–52, https://doi.org/10.5194/piahs-372-49-2015, https://doi.org/10.5194/piahs-372-49-2015, 2015
G. Cheng, H. Wang, Y. Luo, and H. Guo
Proc. IAHS, 372, 231–234, https://doi.org/10.5194/piahs-372-231-2015, https://doi.org/10.5194/piahs-372-231-2015, 2015
Short summary
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, https://doi.org/10.5194/piahs-372-239-2015, https://doi.org/10.5194/piahs-372-239-2015, 2015
Y. Yang, R. Wang, Y. Zhou, Y. Jiang, and X. Wang
Proc. IAHS, 372, 471–474, https://doi.org/10.5194/piahs-372-471-2015, https://doi.org/10.5194/piahs-372-471-2015, 2015
R. Wang, Y. Luo, Y. Yang, F. Tian, Y. Zhou, and M.-Z. Tian
Proc. IAHS, 372, 481–484, https://doi.org/10.5194/piahs-372-481-2015, https://doi.org/10.5194/piahs-372-481-2015, 2015
Y. Jiang, J.-R. Liu, Y. Luo, Y. Yang, F. Tian, and K.-C. Lei
Proc. IAHS, 372, 507–510, https://doi.org/10.5194/piahs-372-507-2015, https://doi.org/10.5194/piahs-372-507-2015, 2015
Cited articles
Li, G., Xu, Z., Sun, S., et al.: The influence of surface subsidence on constrution of High-speed railway in North China Plain and its counterm easures, J. Railway Eng., 8, 7–12, 2007.
Li, G. H., Sun, S. L., Xu, Z. L., et al.: Ground subsidence impacting on high-speed railway bridge Construction and countermeasures, J. Railway Eng., 4, 37–41, 2008.
Liu, F. S.: SXC regional land subsidence trends and their impaction the analysis of the Beijing-Shanghai high-speed rail, J. Railway Invest. Surv., 1, 33–37, 2011.
Martin Hernandez-Marin, T. J.: Control on initiation and propagation of pumping-induced earth fissures: insights from numerical simulations, Hydrogeol. J., 18, 1773–1785, 2010.
Qi, B.: Analysis of land subsidence impacting the Beijing-Shanghai high-speed railway (Beijing-Jinan section), SI CHUAN: Earth Science and Environment Engineering, Southwest Jiao tong University, 2009.
Yang, Y., Jia, S. M., and Wang, H. G.: Land subsidence of Beijing plain area situation and development trend analysis, J. Shanghai Geol., 31, 23–28, 2010.
Yang, Y., Zheng, F. D., Liu, L. C., et al.: The relations between the plain of Beijing's groundwater level and land subsidence, J. Eng. Surv., 8, 44–48, 2013.
Yang, Y. Z. H.: SXC land subsidence impact on the Beijing-Shanghai high-speed railway, SI CHUAN: Earth Science and Environment Engineering, Southwest Jiao tong University, 2012.