Research progress in foundation pit engineering in karst area
DOI:
https://doi.org/10.54097/hset.v59i.10206Keywords:
Karst; Foundation pit engineering; Theoretical research; Model testing; Numerical analysis; influence factor.Abstract
Based on the stability problem of foundation pit engineering in karst area, this paper will introduce the stability of foundation pit engineering in karst area from theoretical research, model testing, and numerical analysis. On the basis of summarizing previous work and combining with the latest research results, this paper explores the impact of support forms on the stability analysis of foundation pit engineering in karst area, and summarizes the main influencing factors of foundation pit engineering stability in karst area, including the uncertainty of karst cave, unevenness of rock foundation, and underground water flow in underground river.
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References
Yuan Daoxian, Zhu Dehao, Weng Taojin, et al. Karst of China[M]. Beijing: Geology Press, 1994, 18 -36.
Cao Huqi. Study on Karst Detection、Disaster Prevention and Treatment technology in Tunnel[D]. Chang’an University, 2021.
Li Yuze. Brief discussion on the key points and development trend of modern high-rise building design[J]. House, 2018(33): 11.
Yang Chunbo. Research on Optimization Design and Application of Deep Foundation Pit Support Scheme[D]. North China University of Water Resources and Electric Power,2018.
Shen Bin. Research on Stability of the Pile Foundation in Karst Areas[D]. Guangxi University, 2006.
Yi Jianhui. Research on Stability of the Pile Foundation at Overburden-karstic Free Face[D], Guangxi University, 2007.
Lin Zongyuam. Geotechnical engineering governance Manual[M]. Beijing: China Architecture & Building Press, 2005.
Ministry of Construction of the People's Republic of China. GB 50021-2009 Code for geotechnical investigation [S]. Beijing: China Construction Press, 2009.
Fang Qiuyan,Han Jiayong,Chen Feiyu. The Stability Analysis of Overburden-karstic Free Face[J]. Journal of Guangxi University (Natural Science Edition) [M], 2004(04): 342-345.
Li Bin,Fan Qiuyan,Qin Fengrong. Analysis on Roof Stability of Karst Cave in Karst Areas. Chinese Journal of Rock Mechanics and Engineering, 2002(04): 532-536.
Chen SX, Xu XC, Dai ZJ, Xu HB. Numerical Study on the Stress of Pile Foundation Influenced by the Beaded Karst[C]. Proceedings of the 6th International Conference on Information Engineering for Mechanics and Material, 2016, 97: 475-479.
Sowers G F. Building terrain[M]. ASCE Publications, on sinkholes: design and construction of foundations in karst, 1996.
Waltham T, Bell F, Culshaw M. Sinkholes and Subsidence: Karst and Cavernous Rocks in Engineering and Construction[J]. Engineering Geoscience, 2005,11(2):180.
He Keqiang, Wang Bin, Du Rulin, Karst collapse in north China [M]. Beijing: Geology Press, 2005.
Liu Zhikui, Liang Quancheng. The Influence of karst cave and soil cave on building foundation in karst area [M]. Beijing: Geology Press, 2006.
Liu Yongli, Guan Zhende, Xiao Henglin. Monitoring and analysis of deep buried karst soil caves based on BOTDR technology [J]. Carsologica Sinica, 2018, 37(03): 427-432.
Cao Wengui, Li Yuan, Zhai Yongcheng. Active Analysis Method for Stability of Karst Roof Under Foundation Pile Based on Info-Gap Theory[J]. Chinese Journal of Rock Mechanics and Engineering, 2013,32(02): 393-400.
Jiang Chong, Zhao Minghua, Cao Wengui, Liu Xiaoping. Research on Stability Evaluation Method for Cave Roof under Pile Tip in Karst Region Based on Fuzzy Theory and Catastrophe Theory [J]. Journal of Highway and Transportation Research and Development, 2008(12): 49-53.
Zhao Minghua, Lu Xiaoming, Zhang Yue. Upper bound finite element method for ultimate bearing capacity and failure mechanism of subgrade above void[J]. Rock and Soil Mechanics, 2017, 38(01): 229-236.
Li Dajian. Study on the deformation and stability characteristics of slope containing vugs[D]. Hunan University of Technology, 2016.
QINGKE N, XILAI L, WEI Y, et al. Calculation Method for the Critical Thickness of a Karst Cave Roof at the Bottom of a Socketed Pile[J]. Advances in materials science and engineering, 2021,2021: 1-11.
Zhang Dehua, Guo Peng. Model Tests Study of Bearing Mechanism of Rock-Socketed DX Pile[J]. Journal of Disaster Prevention and Mitigation, 2018, 38(4): 684-692.
Wu Gaoqiao. The research of karst area rock socketed pile vertical bearing mechanism and test method [D]. Hunan University, 2018.
Lei Yong, Yin Junfan, Chen Qiunan, Yang Wei. Experimental Study on Bearing Capacity of Rock- Socketed Pile over Karst Cave[J]. Mining and Metallurgical Engineering, 2017,37(03): 19-22.
Wang Hualao, Zhang Peng, Li Ning. Research on Influence of Concealed Karst on Bearing Capacity of Top Plate of Highway Tunnel[J]. Journal of Highway and Transportation Research and Development, 2010, 27(02): 91-96.
Huang Ming, Zhang Binqi, Chen Fuquan, Huang Zhijing, et al. Numerical Calculation on Load Transfer Progress of Pile Foundation in Beaded Karst Cave Stratum[J]. Journal of Engineering Geology, 2017, 25(06): 1574-1582.
FENG Z, CHEN J, HE J, et al. Study on Vertical Bearing Characteristics of Bridge Pile Foundation in Karst Area Considering the Size[J]. IOP conference series. Materials Science and Engineering, 2020,780(2): 22003.
Xiao Yao, Zhao Minghua, Zhang Yue, et al. Finite Element Limit Analysis of Bridge Double-Piles Foundation in Karst Areas[J]. Journal of Engineering Geology, 2019, 27(04): 923-932.
Hua Shuai. Numerical simulation research on the stability of transmission towerpile foundations in a karst area of Guangdong Province [J]. Carsologica Sinica, 2014, 33(01): 44-50.
WANG P, DING H, ZHANG P, et al. Influence of Karst Caves at Pile Side on the Bearing Capacity of Super-Long Pile Foundation[J]. Mathematical problems in engineering, 2020,2020: 1-13.
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