Stability of the Rock Mass Reserved in front of Anti-slide Piles-Reference-Cited by-同舟云学术

Stability of the Rock Mass Reserved in front of Anti-slide Piles

Published:2021-11-17 Issue:2 Volume:26 Page:569-583
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Zhu Dapeng,He Lei^ORCID,Qin Liangkai

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s12205-021-0315-3.pdf

Reference40 articles.

1. Bo Z, Yunsheng W, Yu W, Tong S, Yongchao Z (2017) Retaining mechanism and structural characteristics of h type anti-slide pile (hTP pile) and experience with its engineering application. Engineering Geology 222:29–37, DOI: https://doi.org/10.1016/j.enggeo.2017.03.018

2. Cai J, Du G, Xia H, Sun C (2021) Model test and numerical simulation study on bearing characteristics of pervious concrete pile composite foundation. KSCE Journal of Civil Engineering 25(10):3679–3690, DOI: https://doi.org/10.1007/s12205-021-1522-7

3. Dai Z, Zhang X, Zhou S, Lu C, Zhen Y (2010) Field modeling of laterally distributed landslide thrusts over anti-slide piles. Chinese Journal of Geotechnical Engineering 32(10):1513–1518 (in Chinese)

4. Ding Z, Song C, Chen L, Shi K (2020) Dynamic analysis of laterally loaded single piles in sandy soils considering sliding and debonding on the pile-soil interface. Ocean Engineering 217:107720, DOI: https://doi.org/10.1016/j.oceaneng.2020.107720

5. Fan G, Zhang J, Qi S, Wu J (2019) Dynamic response of a slope reinforced by double-row anti-sliding piles and pre-stressed anchor cables. Journal of Mountain Science 16(1):226–241, DOI: https://doi.org/10.1007/s11629-018-5041-z

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