Stability Analysis and Evaluation of Soil Cave Foundation under the role of Groundwater in Karst Area

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Author(s)

E chuan Yan 1,* Jiangtao Cheng 1 Li Liu 1

1. China University of Geosciences/ Faculty of Engineering, Wuhan, China

* Corresponding author.

DOI: https://doi.org/10.5815/ijisa.2009.01.07

Received: 2 Feb. 2009 / Revised: 5 Jun. 2009 / Accepted: 10 Aug. 2009 / Published: 8 Oct. 2009

Index Terms

Building load, karst, soil cave foundation, theory of elasticity and plasticity, stability analysis

Abstract

Soil cave foundation is a common type in the soil foundation in karst area, the stability of the foundation will be directly affected by the soil cave collapse destruction. Currently, the stability evaluation of soil cave foundation is mostly focus on the quantitative evaluation, such as the collapse mechanism and prevention, while the qualitative assessment is rare. Based on the plastoelasticity theory, firstly analyze the stress state of the soil cave wallsurrounding body in the foundation, distinguish the stress concentration influence area, then improve the soil cave foundation stability computation model by using Molecoulomb strength criterion, finally, take a soil cave foundation stability evaluation as the example in Tongren area, Guizhou, confirming the feasibility and reliability of the improvement model. The influence of the foundation bed size, buried depth, soil cave shape and groundwater level depth was further studied, which reveals the mechanism of the soil cave collapse destruction. And the research indicated that the improved model is feasible, when the foundation bed size is smaller, the buried depth is shallower, the hole shape is more spiky and the groundwater level depth is shallower, the soil cave stability coefficient will be bigger, which is more advantageous to the stability, and the influence of groundwater level depth is more sensitive to the soil cave stability, once the groundwater level depth dropped a little, the stable soil cave will become into failure and instability. Therefore, the quantitative evaluation should be paid more attention in soil cave foundation stability evaluation, particularly under the ground water environment, simultaneously, the calculation results, like soil cave foundation maximum size, the critical buried depth, the maximum water level buried depth, have the strong directive function to the soil cave foundation treatment and design.

Cite This Paper

E’chuan Yan, Jiangtao Cheng, Li Liu,"Stability Analysis and Evaluation of Soil Cave Foundation under the role of Groundwater in Karst Area", International Journal of Intelligent Systems and Applications(IJISA), vol.1, no.1, pp.60-67, 2009. DOI: 10.5815/ijisa.2009.01.07

Reference

[1] Qunli Dai. Formation mechanism and preventive of Karst collapse. China Coalfield Geology, 1994,6(2):59-63.

[2] Zhiqing Wan,Siqing Qin,Zhigang Li,Haitao Qian. Formation mechanism and initial condition of soil cavity.Chinese Journal of Rock Mechanics and Engineering, 2003,22(8):1377-1382.

[3] The compile commission of geological engineering manual geological engineering manual .3rd edition. Beijing: The Architectural Industrial Publishing House of China, 1992.

[4] Bin Li, Qiuyan Fan, Fengrong Qin.Analysis on roof stability of kaest cave in karst areas. Chinese Journal of Rock Mechanics and Engineering, 2002,21(4):532-536.

[5] Keqiang He, Bin Wang, Jitao Wan. Study on Forming Mechanism Of Zaozhuang Karst Collapse and Collapse Model. Rock and Soil Mechanics,2002,(5): 564-569.

[6] Zhikui Liu, Jincheng Liang, Jianghong Zhou. Analysis of formation mechanism of soil caves in caves karstic. Journal of Engineering Geology, 2004,12(1):45-49.

[7] Jianpu Zhou, Xianmin Li. Methods of stability analysis in karst foundation.Mining and metallurgical engineering, 2003,23(1):4-8.

[8] Zhikui Liu.Study on effect of cave and cave soil on building foundaton in karst region .the Doctoral Thesis in Central South University, 2004.

[9] Quanwu Wang.Caverns soil-stability evaluation and project treatment, Gansu Science and Technology, 23(6):175-178.

[10] Charles w w Ng,Pang.Y.W.Influence of state on Soil~water Characteristics and slop stability.Journal of Geotechnical and Geoenvironmental Engineering,2000, 126(2):157~166.

[11] G.Sevket Koruc , Birol Elevli. Blasting practices in a quarry with karstic cavities. Journal of University of Science and Technology Beijing, 2002,9(6):406~411.

[12] Liu Zhikui,Liang Jincheng,Zhu Shouzeng.Stability analysis of soil cave foundation in karst area. Hydrogeology and Engineering Geology,2003,3:24~28.

[13] Honggui Liu, Jianda Liu,Hangang Xu.Crosshole ultrasonic tomography and its application to karst investigation.Acta Seismologica Sinica,2003,16(4):441~448

[14] Roth, M.J. S;Mackey, J.R.; Mackey, C.; Nyquist, J.E.,. A case study of the reliability of multielectrode earth resistivity testing for geotechnical investigations in karst terrains, Engineering Geology, Aug2002, Vol. 65 Issue 2/3, p225, 8p.

[15] Cooley T.Geological and geotechnical confext of cover collapse and subsidence in mid-continent US clay-mantied Krast.Environmental Geology, 2002,42:469~475.

[16] Kaiming Tian, Fusheng Hu, Li Wan. Discontinuous flow of fracture water:a new technique of karst collapse prevention,Environmental Geology,October 2001,Volume 40, Numbers 11 Pages: 1347~1352

[17] Bingye Xu,Yan Huang, Xinsheng Liu, Xuewei Sun.The mechanics of elasticity and plasticity and its application . Beijing: Mechanic Industrial Publishing House, 1984.R. Nicole, “Title of paper with only first word capitalized,” J. Name Stand. Abbrev., in press.

[18] Jihong Bi,Hu iWang.Elasto-plastic mechanical engineering. Tianjin:Tianjin University Press,2003.M.Young,The Technical Writer's Handbook. Mill Valley, CA: University Science, 1989.

[19] Zhongyi Chen, Jingxing Zhou. Soil Mechanics. Beijing: Qinghua University Press, 2002.