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Application of High-pressure Jet Grouting Pile in Deep Foundation Pit Excavation and Support Scheme around the Original Natural Foundation

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DOI: 10.23977/jceup.2023.051204 | Downloads: 18 | Views: 316

Author(s)

Xiaoyan Qin 1

Affiliation(s)

1 China Energy Longyuan Environmental Protection Co., Ltd., Beijing, China

Corresponding Author

Xiaoyan Qin

ABSTRACT

This paper discusses the application of high-pressure jet grouting pile in deep foundation pit excavation and support around the original natural foundation. Through the analysis of background and problems, this paper puts forward concrete solutions such as construction technology, parameter selection and on-site monitoring of high-pressure jet grouting pile. At the same time, combined with practical engineering cases, the successful application of this scheme is analyzed. The research shows that high-pressure jet grouting pile is an effective supporting scheme for deep foundation pit excavation, with high safety and reliability. It has a wide application prospect in deep foundation pit excavation and support scheme, which can effectively improve the bearing capacity and stability of soil, prevent soil displacement and collapse, and play a waterproof role; At the same time, it is convenient to operate and has low requirements for equipment, which can shorten the construction period and reduce the construction cost. Has a significant advantage. In practical engineering, the appropriate parameters and construction technology of high-pressure jet grouting pile should be selected according to the specific situation to obtain the best supporting effect.

KEYWORDS

High pressure jet grouting pile, Natural foundation, Deep foundation pit excavation and support scheme

CITE THIS PAPER

Xiaoyan Qin, Application of High-pressure Jet Grouting Pile in Deep Foundation Pit Excavation and Support Scheme around the Original Natural Foundation. Journal of Civil Engineering and Urban Planning (2023) Vol. 5: 24-29. DOI: http://dx.doi.org/10.23977/jceup.2023.051204.

REFERENCES

[1] Jin Gaoming, Zhang Haigang. The application of water-stop curtain of cast-in-place pile and high-pressure jet grouting pile in deep foundation pit support in complex geology [J]. China Building Materials Science and Technology, 2021, 30(6):3.
[2] Feng Xiangying. Application of high-pressure jet grouting pile waterproof curtain in deep foundation pit support [J]. Heilongjiang Science and Technology Information, 2020, 000(026):143-144.
[3] Lin C, Yang C. Application of Bored Pile and High Pressure Rotary Jet Grouting Pile in Deep Foundation Pit Support Project of Rainwater Pumping Station in Central Urban Area[J].Construction & Design for Engineering, 2019.
[4] Dun Haishan. Application of high-pressure jet grouting pile waterproof curtain in deep foundation pit support [J]. Architectural Engineering and Management, 2020, 002(008):P. 60-62.
[5] Shi Yufeng. Application of controlled cement curtain grouting and high-pressure jet grouting pile technology in deep foundation pit excavation of nuclear power [J]. Real Estate Guide, 2019, 000(008):142, 205.
[6] Zhu Xingwang, Shi Jingge, Li Chunxiu. Application of high-pressure jet grouting pile in foundation treatment of deep foundation pit [J]. Geotechnical Foundation, 2022(002):036.
[7] Ran Liyuan. Construction Technology of Deep Foundation Pit Support in Architectural Engineering Construction [J]. Architectural Technology Research, 2023, 6(2):85-87.
[8] Wang Kai. Design of Temporary Deep Foundation Pit Support Scheme for Linjiang Pumping Station Project [J]. Water Conservancy Technical Supervision, 2022(11):253-255.
[9] Liang Xueyuan. Analysis of technological test pile of high-pressure jet grouting pile supporting a deep foundation pit [J]. Guangdong Civil and Architecture, 2020, 27(9):3.
[10] Yuan Xiaoyuan, Si Lijing, Wang Zikai. Application of bored piles and high-pressure jet grouting piles in urban river deep foundation pit support [J]. Water Conservancy Construction and Management, 2020, 40(12):5.
[11] Chen Wang, Li Zongkai, Li Guiying, et al. Construction technology of high-speed rail viaduct passing through soft soil deep foundation pit under construction [J]. Transportation Technology, 2023, 12(5):7.

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