Slope Stability Analysis Using 2 & 3-Dimensional Methods of Basal Reinforced Slopes

Carlos Rodriguez; July Jaramillo; Lizeth Ardila; Sina Javankhoshdel; Stephen Hughes

doi:10.2991/978-94-6463-258-3_36

<Previous Article In Volume

Next Article In Volume>

Slope Stability Analysis Using 2 & 3-Dimensional Methods of Basal Reinforced Slopes

Authors

Carlos Rodriguez¹^{, *}, July Jaramillo², Lizeth Ardila³, Sina Javankhoshdel⁴, Stephen Hughes⁵

¹Huesker Incorporated, Charlotte, NC, 28120, USA

²Huesker Fabrikstraße 13-15, 69121, Gecher, Germany

³Huesker Ltda, Sao José Dos Campos, SP, 12238, Brazil

⁴Rocscience, Toronto, ON, Canada

⁵Construction Manager, Blacksburg, VA, USA

^*Corresponding author. Email: crodriguez@huesker.com

Corresponding Author

Carlos Rodriguez

Available Online 8 November 2023.

DOI: 10.2991/978-94-6463-258-3_36 How to use a DOI?
Keywords: Basal reinforcement; Mechanically Earth Slope; High Strength Geosynthetics; Soft Soils
Abstract: Multiple slopes varying from 25° to 30° were designed and constructed in different areas of a highway project in Northern Virginia. High modulus and high-strength geosynthetics were required to ensure the sliding stability of 11 m slopes up to. For some slopes, polyester geosynthetics with up to 1000 kN/m ultimate strength at less than 10% were used as basal reinforcement instead of ground improvement up to 7 m depth located downstream. The slope stability analyses using a basal reinforcement were carried out in 2D and 3D using Slide2 and Slide3, respectively. The problem formulation, considerations, and final results obtained are presented.
Open Access: Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Download article (PDF)

<Previous Article In Volume

Next Article In Volume>

Volume Title: Proceedings of the Rocscience International Conference (RIC 2023)
Series: Atlantis Highlights in Engineering
Publication Date: 8 November 2023
ISBN: 978-94-6463-258-3
ISSN: 2589-4943
DOI: 10.2991/978-94-6463-258-3_36 How to use a DOI?
Open Access: Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

ris enw bib

TY  - CONF
AU  - Carlos Rodriguez
AU  - July Jaramillo
AU  - Lizeth Ardila
AU  - Sina Javankhoshdel
AU  - Stephen Hughes
PY  - 2023
DA  - 2023/11/08
TI  - Slope Stability Analysis Using 2 & 3-Dimensional Methods of Basal Reinforced Slopes
BT  - Proceedings of the Rocscience International Conference  (RIC 2023)
PB  - Atlantis Press
SP  - 352
EP  - 361
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-258-3_36
DO  - 10.2991/978-94-6463-258-3_36
ID  - Rodriguez2023
ER  -

download .riscopy to clipboard