Performance of High Speed Railway Subgrade Strengthened by Long-Short Piles—Part I: Experimental Results-Reference-Cited by-同舟云学术

Performance of High Speed Railway Subgrade Strengthened by Long-Short Piles—Part I: Experimental Results

Published:2022-06-13 Issue:9 Volume:40 Page:4775-4785
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Cheng Xuansheng^ORCID,Xia Lingyu,Zha Wanxi,Zhou Yingchao

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

https://link.springer.com/content/pdf/10.1007/s10706-022-02183-w.pdf

Reference24 articles.

1. Chen XL, Wang YH, Zhou TY et al (2012) Long-term dynamic stability analysis on argillaceous siltstone physical improved soil subgrade of high speed railway. J Central South Univ (Sci Technol) 43(9):3619–3624.

2. Cui YL, Qi CG, Zheng JH et al (2021) Field test research on post-grouting effect for super-long cast-in-place bored pile in thick soft foundation. Geotech Geol Eng. https://doi.org/10.1007/s10706-021-01796-x

3. Ding JH, Wang WY, Zhao T et al (2013) The dynamic characteristic experimental method on the composite foundation with rigid-flexible compound piles. Open J Civil Eng 3(2):94–98. https://doi.org/10.4236/ojce.2013.32010

4. Fu W (2014) Distribution rules of collapsible loess and analysis on foundation treatment technology on Baoji-Lanzhou passenger dedicated line. Railway Standard Des 58(11):15–19. https://doi.org/10.13238/j.issn.1004-2954.2014.11.004

5. Khiem QT, Tomoaki S, Hiroshi T (2019) Tensile behaviors of natural fiber and cement reinforced soil subjected to direct tensile test. J Build Eng 24(100748):1–10. https://doi.org/10.1016/j.jobe.2019.100748

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1. Performance of High Speed Railway Subgrade Strengthened by Long-Short Piles: Part II—Numerical Modelling;Geotechnical and Geological Engineering;2022-06-14