Effect of Pile Modeling Options on the Short-Term Stability Analysis of a Clay Slope Stabilized with Piles-Reference-Cited by-同舟云学术

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Effect of Pile Modeling Options on the Short-Term Stability Analysis of a Clay Slope Stabilized with Piles

Published:2024-02-22 Issue: Volume:25 Page:17-27
ISSN:
Container-title:Geo-Congress 2024
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Author:

Tekdemir Emre¹²,Yildirim Irem Zeynep¹²

Affiliation:

1. M.Sc. Candidate, Dept. of Civil Engineering, Bogazici Univ., Istanbul, Turkey. ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Bogazici Univ., Istanbul, Turkey. ORCID: .

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485323.003

Reference18 articles.

1. Mohr-Coulomb Parameters for Modelling of Concrete Structures;Ardiaca D. H.;Plaxis Bull,2009

2. Brinkgreve, R. B. J., Kumarswamy, S., Swolfs, W. M., Fonseca, F., Ragi Manoj, N., Zampich, L., and Zalamea, N. (2021). PLAXIS 3D 2021 Reference Manual. PLAXIS bv. Delft, The Netherlands.

3. Numerical Analysis of the Stability of a Slope Reinforced with Piles

4. Duncan, J. M., Wright, S. G., and Brandon, T. L. (2014). Soil Strength and Slope Stability. John Wiley & Sons.

5. Numerical modelling of discrete pile rows for slope stability and generic guidance for design

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