Summary of Research on Horizontal Bearing Capacity of Pile Foundation in Soft Ground

Hui Jiang

doi:10.54691/fse.v3i3.4505

Authors

Hui Jiang

DOI:

https://doi.org/10.54691/fse.v3i3.4505

Keywords:

Weak Stratum; Bearing Capacity of Pile Foundation; Monitor.

Abstract

Based on the research theory and existing research methods of the horizontal bearing capacity of pile foundation in soft ground, this paper describes the current situation of the theory used to study the horizontal bearing capacity of pile foundation in soft ground at home and abroad, and then describes the current situation of the CPTU test method, DPP-BOTDA technology and numerical simulation methods applied to pile foundation monitoring, These research methods are proposed to provide some guidance for the follow-up research of similar projects.

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References

Parisa Heidari,Mahmoud Ghazavi. Statistical Evaluation of CPT and CPTu Based Methods for Prediction of Axial Bearing Capacity of Piles[J]. Geotechnical and Geological Engineering, 2020, 39 (prepublish).

Duan Weihong, Cai Guojun, Liu Songyu. Review of the research on the evaluation of the horizontal bearing capacity of pile foundation based on CPTU [J]. Journal of Underground Space and Engineering, 2016,12 (S2): 907-912.

Liu Dongming, Cai Guojun, Rong Qi, Qiao Huanhuan, Shi Yihui, Xu Wen. Evaluation and numerical simulation study of bearing and uplift characteristics of pile foundation based on CPTU test [J]. Sino-foreign Highway, 2020,40 (S2): 165-169.

Cai Guojun, Liu Lulu, Gong Shen, Liu Songyu. Research on bearing characteristics of marine soft soil rigid pile composite foundation based on CPTU test [J]. Tunnel and underground engineering disaster prevention, 2019, 1 (03): 46-56.

Li Hongjiang, Liu Songyu, Tong Liyuan, Hass, Yang Wanyong. Practical analysis and case study on horizontal bearing capacity of single pile in the Taihu Lake soft soil layer based on CPTU test [J]. Journal of Geotechnical Engineering, 2018,40 (02): 378-383.