Abstract
In order to study treatment measures for the land subsidence caused by deep groundwater overexploitation, we conducted soil compression and rebound tests to analyze the unloading and rebound regularity of deep soil on the fringes of three typical land subsidence regions in North China. Using fuzzy mathematics, we specifically explored the main factors influencing the soil mass unloading resiliency. The results indicated that the ratio between the unloading resilience volume and the loading deformation volume of soil mass in the study areas (referred to as the resilience capacity of soil mass) is between 1.6 and 37.6 %, with an average of 14.7 %. In other words, only about 14.7 % of the land subsidence deformation in the study areas can be restored. The soil masses with different properties in North China all possess elastoplasticity and the resilience capacities of soil can vary from area to area. The sandy soil is not completely elastic but has a certain degree of plasticity; the resilience capacity of soil mass is not a constant, but rather, a variable that changes with the rebound stress value. When the rebounding stress value is determined, the resilience capacity under a smaller unloading stress is larger than that under a larger unloading stress, which demonstrates that earlier land subsidence treatment can result in better effects. Meanwhile, the resilience capacity of soil mass is also enhanced with the increase of rebounding stress, indicating that the closer to the original groundwater level the restored groundwater is, the better the resilience capacity will be. After repeated loading and unloading tests have been conducted under the same stress, the resilience capacity of soil mass will, in most cases, increase to a certain extent. These results can be quite conducive to the treatment of deep groundwater exploitation-induced disasters such as land subsidence.
Similar content being viewed by others
References
Adrian OG, Rudolph LD, Cherry AJ (1999) Analysis of long-term land subsidence near Mexico City: field investigations and predictive modeling. Water Resour Res 35(11):3327–3341
Di Prisco C, Imposimato S, Vardoulakis I (2000) Mechanical modeling of drained creep triaxial tests on loose sand. Geotechnique 50(1):73–82
Garlanger JE (1972) The consolidation of soil exhibiting creep under constant effective stress. Geotechnique 22:71–78
Hu RL (2004) Review on current status and challenging issue of land subsidence in China. Eng Geol 76:65–77
Jia J, Wang JH, Lou XM, Xie XL, Liu CP (2009) The settlement characteristic of underground urban complex in Shanghai. J Shanghai Jiaotong University Sci 14(3):365–370
Liu CH, Liao JJ, Huang CT, Ouyang S (2004) Characterization of land subsidence in the Chaoshui River alluvial fan Taiwan. Environ Geol 45:1154–1166
Lubis AM, Sato T, Tomiyama N, Isezaki N, Yamanokuchi T (2011) Ground subsidence in Semarang-Indonesia investigated by ALOS–PALSAR satellite SAR interferometry. J Asian Earth Sci 40(5):1079–1088
Oda M, Kazama H (1998) Microstructure of shear bands and its relation to the mechanisms of dilatancy and failure of dense granular soils. Geotechnique 48(4):465–481
Sakiyan J, Yazicigil H (2004) Sustainable development and management of an aquifer system in western Turkey. Hydrogeogy J 12:66–80
Shamoto Y, Zhang JM, Goto S (1997) Mechanism of large post-liquefaction deformation in saturated sand. Soils Found 37(2):71–80
Shi X, Xue Y, Wu J, Ye S, Yun Z et al. (2008) Characterization of regional land subsidence in Yangtze Delta, China: the example of Su-Xi-Chang area and the city of Shanghai. Hydrogeol J 16(3):593–607
Liu S and Lin Y (2011) Introduction to Grey Systems Modeling Software. Underst Complex Syst 68:287–302
Standard for soil test method (GB/T50123) (1999) The standard of the People’s Republic of China, China Planning Press, Beijing 74–80 (in Chinese)
Teatini P, Ferronato M, Gambolati G, Bertoni W, Gonella M (2005) A century of land subsidence in Ravenna Italy. Environ Geol 47:831–846
The Writing Committee of Handbook of engineering geology (1993) Handbook of engineering geology (3). China Building Industry Press, Bejing, p 181(in Chinese)
VLade Poul, Liu Chi-Tseng (1998) Experimental study of drained creep behavior of sand. J Eng Mech 124(8):912–920
Wang XY, Liu CL, Zhang Y (2003) Laboratory tests for identification of critical water table. Rock Soil Mech 27(6):875–879 (in Chinese)
Wang XY, Chen J, Sun L, Han SP, Fei YH, Wang JZ, Liu CL, Zhang Y (2011) Laboratory study on the relationship between soil mass deformation and water seepage in North China. Environ Earth Sci 64(8):2195–2201
Wu FQ, Xi Hu, Gong MF, Liu JY, Ren AW (2010) Unloading deformation during layered excavation for the underground powerhouse of Jinping I Hydropower Station, southwest China. Bull Eng Geol Environ 69(3):343–351
Zhang Y, Xue YQ, Wu JC, Ji-Chun Wu, Shi XQ, Yu J (2010) Excessive groundwater withdrawal and resultant land subsidence in the Su-Xi-Chang area China. Environ Earth Sci 61(6):1135–1143
Zhuang YC, Xie KH (2005a) Study on one-dimensional consolidation of soil under cyclic loading and with varied compressibility. J Zhejiang Univ Sci 6A(2):141–147
Zhuang YC, Xie KH (2005b) Study on one-dimensional consolidation of soil under cyclic loading and with varied compressibility. J Zhejiang Univ Sci 6A(2):141–147
Acknowledgments
This research was financially supported by projects of the National Natural Science Foundation (No.: 41272301 and No.: 40472139), the Ministry of Education (2012BAJ11B04), the Institute of Hydrogeology and Environmental Geology, and the Shijiazhuang Bureau of Science and Technology (No.: 121383A).
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Wang, Xy., Sun, L., Wang, Zl. et al. An analysis of the resilience capacity of soils in North China: a study on land subsidence treatment. Bull Eng Geol Environ 73, 723–731 (2014). https://doi.org/10.1007/s10064-013-0561-9
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10064-013-0561-9