Welcome to Francis Academic Press

Academic Journal of Engineering and Technology Science, 2022, 5(5); doi: 10.25236/AJETS.2022.050509.

Talking about the influence of foundation pit excavation on surrounding buildings

Author(s)

Xiang Qin, Wenxiong Huang, Junhui Wang, Yonghang Liu, Hongjie Mei, Yahao Wang

Corresponding Author:
Wenxiong Huang
Affiliation(s)

School of Urban Construction, Yangtze University, Jingzhou, 434023, Hubei, China

Abstract

Foundation pit engineering is one of the important systems studied in geotechnical engineering. The study of foundation pit not only studies its own stability during excavation, but also analyzes its influence on surrounding building structures. This paper analyzes and summarizes the influence rules of foundation pit excavation on adjacent bridge piles, subway tunnels and houses from the aspects of influence principle, theoretical analysis method, selection of supporting structure and influence factors.

Keywords

foundation pit engineering; supporting structure; bridge pile; tunnel; house; influence law

Cite This Paper

Xiang Qin, Wenxiong Huang, Junhui Wang, Yonghang Liu, Hongjie Mei, Yahao Wang. Talking about the influence of foundation pit excavation on surrounding buildings. Academic Journal of Engineering and Technology Science (2022) Vol. 5, Issue 5: 46-50. https://doi.org/10.25236/AJETS.2022.050509.

References

[1] Peck, R, B, Earth Pressure Measurements in open Cut Engineering [J]. ASCE, 1943, 108(1): 301-312.

[2] Clough GW, Duncan J M. Finite Element Analyses of Retaining Wall Behavior. Journal of the Soil Mechanics and Foundations Division, 1971, 97(12): 1657-1673.

[3] Hou Xueyuan, Liu Jianhang. Foundation Pit Engineering Manual [M]. Beijing: China Construction Industry Press, 1997: 57-63.

[4] Deng Zisheng. Deep foundation pit supporting structure-soil nonlinear interaction elastic foundation reaction force method [J]. Chinese Journal of Civil Engineering, 2006, 39(4):68-72.

[5] Liu Handong. Numerical calculation method of geotechnical engineering [M]. Yellow River Water Conservancy Press, 2011.

[6] Lu Mingwan, Luo Xuefu. The Theory of Elasticity (Second Edition) [M]. Tsinghua University Press, 2001.

[7] Wan Peng. Research on the influence of deep foundation pit excavation on the existing viaduct pile foundation in Ningbo soft soil area [D]. Ningbo University, 2018.

[8] Wang Muqun. Influence of foundation pit excavation on adjacent bridge piles and analysis of foundation pit stability [J]. Zhongwai Highway, 2014, 34(3): 197-200.

[9] Zhang Zixin et al. Research on the response of operating subway viaduct piers under the condition of close excavation and unloading [J]. Chinese Journal of Rock and Soil Mechanics, 2015, 36(12):3531-3540.

[10] Ye Xiaoxiao. Research on deformation control of deep foundation pit excavation and its influence on adjacent subway tunnels [D]. Hefei University of Technology, 2019.

[11] Liu Guobin, Huang Yuanxiong, Hou Xueyuan. Practical calculation method of foundation pit springback [J]. Chinese Journal of Civil Engineering, 2000, 33 (4): 61-67.

[12] Fan Jiawen. Research on the influence of deep foundation pit excavation on adjacent subway tunnels and stations [D]. Guangzhou University, 2019.

[13] Li Zhigao, Zeng Yuan, Liu Guobin. Numerical simulation of deformation transfer law of foundation pit excavation adjacent to subway station Tian. Geotechnical Mechanics, 2008(11): 3104-3108.

[14] Zuo Dianjun et al. Numerical calculation and analysis of the influence of deep foundation pit excavation on adjacent subway tunnels [J]. Chinese Journal of Geotechnical Engineering, 2014, 36(S2): 391-395.

[15] Han Zhilin. Influence of deep foundation pit on surrounding building structures and countermeasures [D]. Xi'an University of Technology, 2017.

[16] Kong Linghua et al. Numerical simulation of excavation of long, narrow and deep foundation pit adjacent to old houses and analysis of surrounding environment impact [J]. Journal of Building Structures, 2021, 51 (S1): 1945 - 1951.

[17] Fu Zhifeng, Luo Xuedong, etc. Influence of the parameters of the isolation piles outside the foundation pit on the deformation of the adjacent existing subway tunnels [J]. Chinese Journal of Safety and Environmental Engineering, 2021, 28(4): 57-63.