Abstract
Changes in air pressure and groundwater level in a karst cave can direct impact on the stability of the surface cover above the cave. The karst collapse often occurs suddenly, leading to extensive damage and loss of life, especially in urban areas. The causes of cavity collapses normally include changes in the underlying limestone geology, or because of human activities, such as mining or sewer leaks. In this study, laboratory experiments were conducted and a physical model was developed to understand the effects of groundwater level fluctuation on deformations in the ground covering a karst cave. The study explored the changes in pressure in air-filled cavities as the cave’s groundwater level rose or declined and the resulting variations in the stability of the surface cover. The study showed that the internal air pressure is vacuum state and the vacuum degree increases as the water level decreases. The vacuum value regularly rises as the water level decreases at a slow rate; the pressure fluctuates more when the water level drops more rapidly. Internal air pressure fluctuations disturb the surface cover structure, rapidly reducing cover stability. The degree of cover deformation is proportional to the rate of the decrease in water level. The deformation increases rapidly after a specific rate of decrease in the water level. The study also found that the internal air pressure in the cavity was positive when the water level increased. A faster increase in the water level could create or be caused the instability of the surface cover. Finally, there is a maximum internal air pressure level that, when associated with specific water level changes, triggers a rapid displacement of the cover. When these factors combine, the structure of surface cover is disturbed, and collapse occurs. These results can be used to predict karst collapse.
Similar content being viewed by others
References
Abdulla WA, Goodings DJ (1996) Modeling of sinkholes in weakly cemented sand. J Geotech Eng 122(12):998–1005
Augarde CE, Lyamin AV, Sloan CW (2003) Prediction of undrained sinkhole collapse. J Geotech Geoenviron Eng 129:197–205
Bai H, Ma D, Chen Z (2013) Mechanical behavior of groundwater seepage in karst collapse pillars. Eng Geol 164:101–106
Bear J (1979) Hydraulics of groundwater, McGraw-Hill series in water resources and environmental engineering. McGraw-Hill, New York
Bell FG (1988) Subsidence associated with the abstraction of fluids. Engineering geology of underground movements. The Geological Society, London, pp 363–376
Brady BHG, Brown ET (1993) Rock mechanics for underground mining. Chapman and Hall, London
Chen J, Beck BF (1989) Qualitative modeling of the cover-collapse process. In: Beck H (ed) Proceedings of the 3rd multidisciplinary conference on sinkholes and the engineering and environmental impacts of karst, A A Balkema, Rotterdam, pp 89–95
Craig WH (1990) Collapse of cohesive cover following removal of support. Can Geotech J 27:355–364
Davis EH, Gunn MJ, Mair RJ (1980) The stability of shallow tunnels and underground openings in cohesive material. Geotechnique 30:397–416
Ezersky M, Legchenko A, Camerlynck C (2009) Identification of sinkhole development mechanism based on a combined geophysical study in Nahal Hever South area. Environ Geol 58:1123–1141
Fumagalli E (1968) Model simulation of rock mechanics problem, rock mechanics in engineering practice[M]. J. Wiley Bulletin Ismes Nr.38, London
Galve JP, Bonachea J, Remondo J (2008) Development and validation of sinkhole susceptibility models in mantled karst settings: a case study from the Ebro valley evaporite karst (NE Spain). Eng Geol 99:185–197
Galve JP, Gutiérrez F, Lucha P (2009) Probabilistic sinkhole modelling for hazard assessment. Earth Surf Process Landf 34:437–452
Gongyu L, Wanfang Z (1999) Sinkholes in karst mining areas in China and some methods of prevention. Eng Geol 52:45–50
He K, Liu C, Wang S (2001) Karst collapse mechanism and criterion for its stability. Acta Geol Sin 3:330–335
He K, Wang B, Zhou D (2004) Mechanism and mechanical model of karst collapse in an over-pumping area. Environ Geol 46:1102–1107
Kannan RC (1999) Designing foundations around sinkholes. Eng Geol 52:75–82
Leca E, Dormieux L (1990) Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material. Geotechnique 40:581–606
Lei M, Jiang X, Yu L (1994) The model experiment on karst collapse. In: Proceedings of the 7th international IAEG Congr, Lisboa, pp 1883–1889
Lei M, Jiang X, Yu L (2002) New advances in karst collapse research in China. Environ Geol 42:462–468
Parise M, Lollion P (2011) A preliminary analysis of failure mechanisms in karst and man-made underground caves in southern Italy. Geomorphology 134:132–143
Salvati R, Sasowsky ID (2002) Development of collapse sinkholes in areas of groundwater discharge. J Hydrol 264:1–11
Sowers GF (1996) Building on sinkholes. ASCE Press, New York
Tharp TM (1999) Mechanics of upward propagation of cover-collapse sinkholes. Eng Geol 52:23–33
Wilson WL (1995) Sinkhole and buried sinkhole densities and new sinkhole frequencies of Northwest Peninsular Florida. In: Proceedings of the 5th multidisciplinary conference sinkholes, Balkema, Rotterdam, pp 79–97
Yang MZ, Drumm EC (2002) Stability evaluation for the siting of municipal landfills in karst. Eng Geol 65:185–195
Yu HS, Salgado R, Sloan SW (1998) Limit analysis versus limit equilibrium for slope stability. J Geotech Eng 124:1–11
Acknowledgements
This work was initiated with support from the National Natural Science Foundation of China NSFC Grant (No. 41502244) and was continued with support from Fundamental Research Fund of SKLGP (No. SKLGP2014Z014). These financial supporters are gratefully acknowledged. The authors also extend their gratitude to Professor G. Lu.
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare that they have no conflict of interest.
Additional information
This article is a part of the Topical Collection in Environmental Earth Sciences on Karst Hydrogeology: Advances in Karst Collapse Studies, edited by Dr. Zhou Wanfang.
Electronic supplementary material
Below is the link to the electronic supplementary material.
Rights and permissions
About this article
Cite this article
Xiao, X., Xu, M., Ding, Q. et al. Experimental study investigating deformation behavior in land overlying a karst cave caused by groundwater level changes. Environ Earth Sci 77, 64 (2018). https://doi.org/10.1007/s12665-017-7102-y
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s12665-017-7102-y