Analysis and Remedies for Landslides Including Vegetation: A Case Study in Lebanon

Ali Fawaz; Sarah Abdullah; Elias Farah; Fadi Hagechehade

doi:doi:10.11648/j.ajce.20170506.12

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Analysis and Remedies for Landslides Including Vegetation: A Case Study in Lebanon

Ali Fawaz, Sarah Abdullah, Elias Farah, Fadi Hagechehade

Published in American Journal of Civil Engineering (Volume 5, Issue 6)

Received: 18 August 2017 Accepted: 19 September 2017 Published: 12 October 2017

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Abstract

This paper aims to study and analyze the instability of slopes, their causes and possible remedies. The studied slope is located in Lebanon, and it is regularly subjected to slope instability in the rainfall season. Based on different boreholes results for the same site, two models were modeled using Plaxis and Talren, they were both studied under the effect of water, excavation and seismic load. The results show that the water is a principle cause of slope instability, by decreasing the shear parameters of soil or by the inducing pore pressure due to running water between layers. Many remedies were applied, and their results were analyzed and studied. Soil reinforcements, nails and piles, were applied and as water content increased, the number of reinforcement needed was high. Vegetation and drainage are more efficient when it comes to water problems. Both vegetation and drainage were modeled and the number of needed reinforcement decreased significantly assuring their advantages alongside with the reduction of the remedy price and being environmental friendly.

Published in	American Journal of Civil Engineering (Volume 5, Issue 6)
DOI	10.11648/j.ajce.20170506.12
Page(s)	320-330
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Soil, Slope Stability, Safety Factor, Failure Surface, Piles, Nails, Vegetation

References

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APA Style

Ali Fawaz, Sarah Abdullah, Elias Farah, Fadi Hagechehade. (2017). Analysis and Remedies for Landslides Including Vegetation: A Case Study in Lebanon. American Journal of Civil Engineering, 5(6), 320-330. https://doi.org/10.11648/j.ajce.20170506.12

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ACS Style

Ali Fawaz; Sarah Abdullah; Elias Farah; Fadi Hagechehade. Analysis and Remedies for Landslides Including Vegetation: A Case Study in Lebanon. Am. J. Civ. Eng. 2017, 5(6), 320-330. doi: 10.11648/j.ajce.20170506.12

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AMA Style

Ali Fawaz, Sarah Abdullah, Elias Farah, Fadi Hagechehade. Analysis and Remedies for Landslides Including Vegetation: A Case Study in Lebanon. Am J Civ Eng. 2017;5(6):320-330. doi: 10.11648/j.ajce.20170506.12

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@article{10.11648/j.ajce.20170506.12,
  author = {Ali Fawaz and Sarah Abdullah and Elias Farah and Fadi Hagechehade},
  title = {Analysis and Remedies for Landslides Including Vegetation: A Case Study in Lebanon},
  journal = {American Journal of Civil Engineering},
  volume = {5},
  number = {6},
  pages = {320-330},
  doi = {10.11648/j.ajce.20170506.12},
  url = {https://doi.org/10.11648/j.ajce.20170506.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20170506.12},
  abstract = {This paper aims to study and analyze the instability of slopes, their causes and possible remedies. The studied slope is located in Lebanon, and it is regularly subjected to slope instability in the rainfall season. Based on different boreholes results for the same site, two models were modeled using Plaxis and Talren, they were both studied under the effect of water, excavation and seismic load. The results show that the water is a principle cause of slope instability, by decreasing the shear parameters of soil or by the inducing pore pressure due to running water between layers. Many remedies were applied, and their results were analyzed and studied. Soil reinforcements, nails and piles, were applied and as water content increased, the number of reinforcement needed was high. Vegetation and drainage are more efficient when it comes to water problems. Both vegetation and drainage were modeled and the number of needed reinforcement decreased significantly assuring their advantages alongside with the reduction of the remedy price and being environmental friendly.},
 year = {2017}
}

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TY  - JOUR
T1  - Analysis and Remedies for Landslides Including Vegetation: A Case Study in Lebanon
AU  - Ali Fawaz
AU  - Sarah Abdullah
AU  - Elias Farah
AU  - Fadi Hagechehade
Y1  - 2017/10/12
PY  - 2017
N1  - https://doi.org/10.11648/j.ajce.20170506.12
DO  - 10.11648/j.ajce.20170506.12
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 320
EP  - 330
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20170506.12
AB  - This paper aims to study and analyze the instability of slopes, their causes and possible remedies. The studied slope is located in Lebanon, and it is regularly subjected to slope instability in the rainfall season. Based on different boreholes results for the same site, two models were modeled using Plaxis and Talren, they were both studied under the effect of water, excavation and seismic load. The results show that the water is a principle cause of slope instability, by decreasing the shear parameters of soil or by the inducing pore pressure due to running water between layers. Many remedies were applied, and their results were analyzed and studied. Soil reinforcements, nails and piles, were applied and as water content increased, the number of reinforcement needed was high. Vegetation and drainage are more efficient when it comes to water problems. Both vegetation and drainage were modeled and the number of needed reinforcement decreased significantly assuring their advantages alongside with the reduction of the remedy price and being environmental friendly.
VL  - 5
IS  - 6
ER  -

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Author Information

Ali Fawaz

University Institute of Technology, Lebanese University, Saida, Lebanon; Doctoral School of Sciences and Technologies, Lebanese University, Beirut, Lebanon
Sarah Abdullah

Doctoral School of Sciences and Technologies, Lebanese University, Beirut, Lebanon
Elias Farah

Doctoral School of Sciences and Technologies, Lebanese University, Beirut, Lebanon
Fadi Hagechehade

University Institute of Technology, Lebanese University, Saida, Lebanon; Doctoral School of Sciences and Technologies, Lebanese University, Beirut, Lebanon

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Plain Text BibTeX RIS

APA Style

Ali Fawaz, Sarah Abdullah, Elias Farah, Fadi Hagechehade. (2017). Analysis and Remedies for Landslides Including Vegetation: A Case Study in Lebanon. American Journal of Civil Engineering, 5(6), 320-330. https://doi.org/10.11648/j.ajce.20170506.12

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ACS Style

Ali Fawaz; Sarah Abdullah; Elias Farah; Fadi Hagechehade. Analysis and Remedies for Landslides Including Vegetation: A Case Study in Lebanon. Am. J. Civ. Eng. 2017, 5(6), 320-330. doi: 10.11648/j.ajce.20170506.12

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AMA Style

Ali Fawaz, Sarah Abdullah, Elias Farah, Fadi Hagechehade. Analysis and Remedies for Landslides Including Vegetation: A Case Study in Lebanon. Am J Civ Eng. 2017;5(6):320-330. doi: 10.11648/j.ajce.20170506.12

Copy | Download

@article{10.11648/j.ajce.20170506.12,
  author = {Ali Fawaz and Sarah Abdullah and Elias Farah and Fadi Hagechehade},
  title = {Analysis and Remedies for Landslides Including Vegetation: A Case Study in Lebanon},
  journal = {American Journal of Civil Engineering},
  volume = {5},
  number = {6},
  pages = {320-330},
  doi = {10.11648/j.ajce.20170506.12},
  url = {https://doi.org/10.11648/j.ajce.20170506.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20170506.12},
  abstract = {This paper aims to study and analyze the instability of slopes, their causes and possible remedies. The studied slope is located in Lebanon, and it is regularly subjected to slope instability in the rainfall season. Based on different boreholes results for the same site, two models were modeled using Plaxis and Talren, they were both studied under the effect of water, excavation and seismic load. The results show that the water is a principle cause of slope instability, by decreasing the shear parameters of soil or by the inducing pore pressure due to running water between layers. Many remedies were applied, and their results were analyzed and studied. Soil reinforcements, nails and piles, were applied and as water content increased, the number of reinforcement needed was high. Vegetation and drainage are more efficient when it comes to water problems. Both vegetation and drainage were modeled and the number of needed reinforcement decreased significantly assuring their advantages alongside with the reduction of the remedy price and being environmental friendly.},
 year = {2017}
}

Copy | Download

TY  - JOUR
T1  - Analysis and Remedies for Landslides Including Vegetation: A Case Study in Lebanon
AU  - Ali Fawaz
AU  - Sarah Abdullah
AU  - Elias Farah
AU  - Fadi Hagechehade
Y1  - 2017/10/12
PY  - 2017
N1  - https://doi.org/10.11648/j.ajce.20170506.12
DO  - 10.11648/j.ajce.20170506.12
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 320
EP  - 330
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20170506.12
AB  - This paper aims to study and analyze the instability of slopes, their causes and possible remedies. The studied slope is located in Lebanon, and it is regularly subjected to slope instability in the rainfall season. Based on different boreholes results for the same site, two models were modeled using Plaxis and Talren, they were both studied under the effect of water, excavation and seismic load. The results show that the water is a principle cause of slope instability, by decreasing the shear parameters of soil or by the inducing pore pressure due to running water between layers. Many remedies were applied, and their results were analyzed and studied. Soil reinforcements, nails and piles, were applied and as water content increased, the number of reinforcement needed was high. Vegetation and drainage are more efficient when it comes to water problems. Both vegetation and drainage were modeled and the number of needed reinforcement decreased significantly assuring their advantages alongside with the reduction of the remedy price and being environmental friendly.
VL  - 5
IS  - 6
ER  -

Copy | Download