Study on adverse effects of groundwater level rising induced by land creation engineering in hilly and gully area of the Loess Plateau

Journal of Mountain Science - Tập 16 - Trang 2739-2753 - 2019
Xu Duan1, Qi Dong2,3, Wan-jun Ye1, Jia-lin Zhou4, Erwin Oh4
1School of Architectural and Civil Engineering, Xi’an University of Science and Technology, Xi’an, Shaanxi, China
2Shaanxi Science&Technology Holding Group Co., Ltd., Xi’an, Shaanxi, China
3State Key Laboratory for Strength and Vibration of Mechanical Structures, Xi’an Jiaotong University, Xi’an, China
4School of Engineering, Griffith University, Gold Coast, Australia

Tóm tắt

Land creation projects have been implemented in China to expand urban space in mountainous areas. In addition to the predictable settlement brought about by filling construction, varying degrees of land subsidence and engineering failures have a demonstrated relationship to groundwater level fluctuation induced by land creation engineering. In this work, we adopted a typical large-scale land creation project, Yan’an New City in Shaanxi province, West China, as our study area. Prior to conducting the main experiment, preliminary field investigation and groundwater level monitoring were conducted to determine the groundwater fluctuation trend induced by land creation engineering. Although a blind drainage system was implemented, the depth aspect of groundwater level changes after large-scale land creation still needed to be addressed. To study the degree of impact and the settlement mechanism induced by the rising groundwater level, we conducted a Water Immersion Test (WIT) in a typical land creation site for 107 days. The rising groundwater level was simulated by injecting water from the bottom of the filling foundation. During the WIT, the soil water content, surface subsidence, and internal settlement of soil at different depths were obtained. Surface subsidence development could be categorized into four stages during the water level increase. The second stage, which is defined as the point when the groundwater level rises to 10m, marked the critical point in the process. Furthermore, it was ascertained that the local settlement in regions that were originally composed of steep slopes is larger than that in originally flat areas. In addition, ground cracks and sinkholes in the study area were inspected; and it was determined that they would become new channels that would accelerate water infiltration and exacerbate the settlement. Based on the results from our field investigation and testing, several suggestions are proposed for land creation projects to mitigate issues associated with construction-induced groundwater level rising.

Tài liệu tham khảo

Bai X, Shi P, Liu Y (2014) Realizing China’s Urban dream. Nature 509: 158–160. https://doi.org/10.1038/509158a Li PY, Qian H, Wu JH (2014) Accelerate research on land creation. Nature 510(7503): 29–31. https://doi.org/10.1038/510029a Burns S S (2005) Bringing down the mountains: the impact of mountaintop removal surface coal mining on southern west virginia communities, 1970–2004. Environmental History 14(2): 383–384. https://doi.org/10.1093/envhis/14.2.383 Zhu CH, Li N (2015) Post-construction settlement analysis of loess-high filling based on time-dependent deformation experiments. Chinese Journal of rock and Soil Mechanics 36(10): 3023–3031. (In Chinese) https://doi.org/10.16285/j.rsm.2015.10.037 Liu YS, Li YH (2014) China’s land creation project stands firm. Nature 511(July 23):410 https://doi.org/10.1038/511410c Anders A, Moren L, Poul V L (2004) Evaluation of time-dependent behavior of soils. International Journal of Geomechanics 4(3): 137–156. https://doi.org/10.1061/(ASCE)1532-3641(2004)4:3(137) Yao YP, Liu L, Wang L, et al. (2015) Method of calculating creep deformation of high filled embankment. Chinese Journal of Rock and Soil Mechanics 36(S1): 154–158. (In Chinese) https://doi.org/10.16285/j.rsm.2015.S1.026 Chen F, Lin H, Zhang Y, Lu Z (2012) Ground subsidence geohazards induced by rapid urbanization:Implications from InSAR observation and geological analysis. Natural Hazards and Earth System Sciences 12: 935–942. https://doi.org/10.5194/nhess-12-935-2012 Guan C, Yi Z, Runqiang Z, et al. (2018) Detection of land subsidence associated with land creation and rapid urbanization in the chinese loess plateau using time series insar: a case study of lanzhou new district. Remote Sensing 10(2): 270–293. https://doi.org/10.3390/rs10020270 Li PF, Liu H, Zhang ZY (2005) Discussion on the underground water problem of high basement in an airport. The Chinese Journal of Geological Hazard and Control 16(2): 136–139 (In Chinese) https://doi.org/10.1360/gs050309 Yao ZH, Huang XF, Chen ZH (2012) Comprehensive soaking tests on self-weight collapse loess with heavy section in Lanzhou region. Chinese Journal of Geotechnical Engineering 34(1): 65–74. (In Chinese) Wang XL, Zhu YP, Huang XF (2014) Field Tests on Deformation Property of Self-Weight Collapsible Loess with Large Thickness. International Journal of Geomechanics 14(3): 1–9. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000320. Emanuele I, Giovanni G, Massimiliano N (2015) Sinkhole monitoring and early warning: An experimental and successful GB-InSAR application. Geomorphology 241(15): 304–314. https://doi.org/10.1016/j.geomorph.2015.04.018 Xu L, Dai FC, Tham LG (2011) Field testing of irrigation effects on the stability of a cliff edge in loess, North-west China. Engineering Geology 120(1): 10–17. https://doi.org/10.1016/j.enggeo.2011.03.007 Bryan R, Jones A (1997) The significance of soil piping processes: inventory and prospect. Geomorphology 20: 209–218. https://doi.org/10.1016/S0169-555X(97)00024-X Crosta G, Prisco CD (1999) On slope instability induced by seepage erosion. Canadian Geotechnical Journal 36(6): 1056–1073. https://doi.org/10.1139/t99-062 GB50025-2004 (2004) Code for building in collapsible loess area. (In Chinese) Li D, He Y, Sui G (1993) A large area field immersion test research on loess Q2. Chinese Journal of Geotechnical Engineering 15(2): 1–11. (In Chinese) Yin XX, Chen LW, He JD et al. (2016) Characteristics of groundwater flow field after land creation engineering in the hilly and gully area of the Loess Plateau. Arabian Journal of Geoscience 2016(9): 646–658. https://doi.org/10.1007/s12517-016-2672-7 Zhang JW, Yu YT, Li PF et al. (2016) Groundwater monitoring and analysis of high fill foundation in loess hilly-gully region. Journal of Xi’an University of Architecture & Technology 48(4): 477–483. (In Chinese) https://doi.org/10.15986/j.1006-7930.2016.04.003