Geomechanics and Engineering

  • 제20권2호
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  • Pages.155-164
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  • 2020
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Mechanical characteristics + differential settlement of CFG pile and cement-soil compacted pile about composite foundation under train load

  • Cheng, Xuansheng (Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology) ;
  • Liu, Gongning (Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology) ;
  • Gong, Lijun (Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology) ;
  • Zhou, Xinhai (Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Technology) ;
  • Shi, Baozhen (China Railway 21st Bureau Group Sixth Engineering Co., LTD.)
  • 투고 : 2019.02.15
  • 심사 : 2020.01.16
  • 발행 : 2020.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

In recent years, the stability, safety and comfort of trains has received increased attention. The mechanical characteristics and differential settlement of the foundation are the main problems studied in high-speed railway research. The mechanical characteristics and differential settlement of the foundation are greatly affected by the ground treatment. Additionally, the effects of train load and earthquakes have a great impact. The dynamic action of the train will increase the vibration acceleration of the foundation and increase the cumulative deformation, and the earthquake action will affect the stability of the substructure. Earthquakes have an important practical significance for the dynamic analysis of the railway operation stage; therefore, considering the impact of earthquakes on the railway substructure stability has engineering significance. In this paper, finite element model of the CFG (Cement Fly-ash Gravel) pile + cement-soil compacted pile about composite foundation is established, and manual numerical incentive method is selected as the simulation principle. The mechanical characteristics and differential settlement of CFG pile + cement-soil compacted pile about composite foundation under train load are studied. The results show: under the train load, the neutral point of the side friction about CFG pile is located at nearly 7/8 of the pile length; the vertical dynamic stress-time history curves of the cement-soil compacted pile, CFG pile and soil between piles are all regular serrated shape, the vertical dynamic stress of CFG pile changes greatly, but the vertical dynamic stress of cement-soil compacted pile and soil between piles does not change much; the vertical displacement of CFG pile, cement-soil compacted pile and soil between piles change very little.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, China Railway 12th Bureau Group Co. LTD., China Railway Construction Investment Group Co. LTD.

This paper is a part of the National Natural Science Foundation of China (Grant number: 51968045 and 51478212), and a part of science and technology project in China Railway 12th Bureau Group Co. LTD. (Grant number: 14B-3), and a part of science and technology project in China Railway Construction Investment Group Co. LTD. (Grant number: 17-C21).

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피인용 문헌

  1. Dynamic response of CFG and cement-soil pile composite foundation in the operation stage vol.26, pp.4, 2020, https://doi.org/10.12989/gae.2021.26.4.385