Three-Dimensional and Threefold Nonlinear Numerical Modeling for Slope-Stabilizing Pile-Reference-Cited by-同舟云学术

Three-Dimensional and Threefold Nonlinear Numerical Modeling for Slope-Stabilizing Pile

Published:2022-09-06 Issue:11 Volume:26 Page:4390-4406
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Dai Zihang^ORCID,Yang Jianhui^ORCID,Dai Rui^ORCID,Zhu Qiaochuan

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s12205-022-1474-6.pdf

Reference54 articles.

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3. Chaloulos YK, Bouckovalas GD, Karamitros DK (2017) Trench effects on lateral p–y relations for pipelines embedded in stiff soils and rocks. Computers and Geotechnics 83(5):52–63, DOI: https://doi.org/10.1016/j.compgeo.2016.10.018

4. Chow YK (1996) Analysis of piles used for slope stabilization. International Journal for Numerical and Analytical Methods in Geomechanics 20(9):635–646, DOI: https://doi.org/10.1002/(SICI)1096-9853(199609)20:9<635::AID-NAG839>3.0.CO;2-X

5. Dai ZH (2002) Study on distribution laws of landslide-thrust and resistance of sliding mass acting on antislide piles. Chinese Journal of Rock Mechanics and Engineering 21(4):517–521 (in Chinese)

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