Influence of the Design on Slope Stability in Solid Waste Landfills

Francisco J. Colomer-Mendoza; Joan Esteban-Altabella; Ferran García-Darás; Antonio Gallardo-Izquierdo

doi:doi:10.11648/j.earth.20130202.12

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Influence of the Design on Slope Stability in Solid Waste Landfills

Francisco J. Colomer-Mendoza, Joan Esteban-Altabella, Ferran García-Darás, Antonio Gallardo-Izquierdo

Published in Earth Sciences (Volume 2, Issue 2)

Published: 2 April 2013

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Abstract

This paper presents, firstly, the influence of the geometry of a slope in the safety factor (SF). In order to do this, the SF is compared among three types of slopes: with berms every 7 m high and a dam at the toe, without berms and with a dam at the toe, and without berms nor dams. It was observed that, for the same inclination, the berms do not significantly influence the stability. However, the construction of an earth dam at the base increases safety, especially with little height and slope in waste with poor mechanical properties. On the other hand, a set of diagrams to learn, quickly and easily, the safety factor of a landfill slope has been developed. Thus, this set of diagrams allows calculations from the SF height (from 17 to 80 m) and slope inclination (from 45° to 14°) with values of effective cohesion of the waste (C'o) from 1 to 3 t/m2 and effective friction angle (') of 10° to 25°.

Published in	Earth Sciences (Volume 2, Issue 2)
DOI	10.11648/j.earth.20130202.12
Page(s)	31-39
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), 2013. Published by Science Publishing Group

Keywords

Landfill, Slope, Mechanical Properties, Safety Factor, Stability, Slide

References

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APA Style

Francisco J. Colomer-Mendoza, Joan Esteban-Altabella, Ferran García-Darás, Antonio Gallardo-Izquierdo. (2013). Influence of the Design on Slope Stability in Solid Waste Landfills. Earth Sciences, 2(2), 31-39. https://doi.org/10.11648/j.earth.20130202.12

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ACS Style

Francisco J. Colomer-Mendoza; Joan Esteban-Altabella; Ferran García-Darás; Antonio Gallardo-Izquierdo. Influence of the Design on Slope Stability in Solid Waste Landfills. Earth Sci. 2013, 2(2), 31-39. doi: 10.11648/j.earth.20130202.12

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AMA Style

Francisco J. Colomer-Mendoza, Joan Esteban-Altabella, Ferran García-Darás, Antonio Gallardo-Izquierdo. Influence of the Design on Slope Stability in Solid Waste Landfills. Earth Sci. 2013;2(2):31-39. doi: 10.11648/j.earth.20130202.12

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@article{10.11648/j.earth.20130202.12,
  author = {Francisco J. Colomer-Mendoza and Joan Esteban-Altabella and Ferran García-Darás and Antonio Gallardo-Izquierdo},
  title = {Influence of the Design on Slope Stability in Solid Waste Landfills},
  journal = {Earth Sciences},
  volume = {2},
  number = {2},
  pages = {31-39},
  doi = {10.11648/j.earth.20130202.12},
  url = {https://doi.org/10.11648/j.earth.20130202.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.earth.20130202.12},
  abstract = {This paper presents, firstly, the influence of the geometry of a slope in the safety factor (SF). In order to do this, the SF is compared among three types of slopes: with berms every 7 m high and a dam at the toe, without berms and with a dam at the toe, and without berms nor dams. It was observed that, for the same inclination, the berms do not significantly influence the stability. However, the construction of an earth dam at the base increases safety, especially with little height and slope in waste with poor mechanical properties. On the other hand, a set of diagrams to learn, quickly and easily, the safety factor of a landfill slope has been developed. Thus, this set of diagrams allows calculations from the SF height (from 17 to 80 m) and slope inclination (from 45° to 14°) with values of effective cohesion of the waste (C'o) from 1 to 3 t/m2 and effective friction angle (') of 10° to 25°.},
 year = {2013}
}

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TY  - JOUR
T1  - Influence of the Design on Slope Stability in Solid Waste Landfills
AU  - Francisco J. Colomer-Mendoza
AU  - Joan Esteban-Altabella
AU  - Ferran García-Darás
AU  - Antonio Gallardo-Izquierdo
Y1  - 2013/04/02
PY  - 2013
N1  - https://doi.org/10.11648/j.earth.20130202.12
DO  - 10.11648/j.earth.20130202.12
T2  - Earth Sciences
JF  - Earth Sciences
JO  - Earth Sciences
SP  - 31
EP  - 39
PB  - Science Publishing Group
SN  - 2328-5982
UR  - https://doi.org/10.11648/j.earth.20130202.12
AB  - This paper presents, firstly, the influence of the geometry of a slope in the safety factor (SF). In order to do this, the SF is compared among three types of slopes: with berms every 7 m high and a dam at the toe, without berms and with a dam at the toe, and without berms nor dams. It was observed that, for the same inclination, the berms do not significantly influence the stability. However, the construction of an earth dam at the base increases safety, especially with little height and slope in waste with poor mechanical properties. On the other hand, a set of diagrams to learn, quickly and easily, the safety factor of a landfill slope has been developed. Thus, this set of diagrams allows calculations from the SF height (from 17 to 80 m) and slope inclination (from 45° to 14°) with values of effective cohesion of the waste (C'o) from 1 to 3 t/m2 and effective friction angle (') of 10° to 25°.
VL  - 2
IS  - 2
ER  -

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Author Information

Francisco J. Colomer-Mendoza

Universidad Jaume I, Castellón, Spain
Joan Esteban-Altabella

Universidad Jaume I, Castellón, Spain
Ferran García-Darás

Universidad Jaume I, Castellón, Spain
Antonio Gallardo-Izquierdo

Universidad Jaume I, Castellón, Spain

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APA Style

Francisco J. Colomer-Mendoza, Joan Esteban-Altabella, Ferran García-Darás, Antonio Gallardo-Izquierdo. (2013). Influence of the Design on Slope Stability in Solid Waste Landfills. Earth Sciences, 2(2), 31-39. https://doi.org/10.11648/j.earth.20130202.12

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ACS Style

Francisco J. Colomer-Mendoza; Joan Esteban-Altabella; Ferran García-Darás; Antonio Gallardo-Izquierdo. Influence of the Design on Slope Stability in Solid Waste Landfills. Earth Sci. 2013, 2(2), 31-39. doi: 10.11648/j.earth.20130202.12

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AMA Style

Francisco J. Colomer-Mendoza, Joan Esteban-Altabella, Ferran García-Darás, Antonio Gallardo-Izquierdo. Influence of the Design on Slope Stability in Solid Waste Landfills. Earth Sci. 2013;2(2):31-39. doi: 10.11648/j.earth.20130202.12

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@article{10.11648/j.earth.20130202.12,
  author = {Francisco J. Colomer-Mendoza and Joan Esteban-Altabella and Ferran García-Darás and Antonio Gallardo-Izquierdo},
  title = {Influence of the Design on Slope Stability in Solid Waste Landfills},
  journal = {Earth Sciences},
  volume = {2},
  number = {2},
  pages = {31-39},
  doi = {10.11648/j.earth.20130202.12},
  url = {https://doi.org/10.11648/j.earth.20130202.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.earth.20130202.12},
  abstract = {This paper presents, firstly, the influence of the geometry of a slope in the safety factor (SF). In order to do this, the SF is compared among three types of slopes: with berms every 7 m high and a dam at the toe, without berms and with a dam at the toe, and without berms nor dams. It was observed that, for the same inclination, the berms do not significantly influence the stability. However, the construction of an earth dam at the base increases safety, especially with little height and slope in waste with poor mechanical properties. On the other hand, a set of diagrams to learn, quickly and easily, the safety factor of a landfill slope has been developed. Thus, this set of diagrams allows calculations from the SF height (from 17 to 80 m) and slope inclination (from 45° to 14°) with values of effective cohesion of the waste (C'o) from 1 to 3 t/m2 and effective friction angle (') of 10° to 25°.},
 year = {2013}
}

Copy | Download

TY  - JOUR
T1  - Influence of the Design on Slope Stability in Solid Waste Landfills
AU  - Francisco J. Colomer-Mendoza
AU  - Joan Esteban-Altabella
AU  - Ferran García-Darás
AU  - Antonio Gallardo-Izquierdo
Y1  - 2013/04/02
PY  - 2013
N1  - https://doi.org/10.11648/j.earth.20130202.12
DO  - 10.11648/j.earth.20130202.12
T2  - Earth Sciences
JF  - Earth Sciences
JO  - Earth Sciences
SP  - 31
EP  - 39
PB  - Science Publishing Group
SN  - 2328-5982
UR  - https://doi.org/10.11648/j.earth.20130202.12
AB  - This paper presents, firstly, the influence of the geometry of a slope in the safety factor (SF). In order to do this, the SF is compared among three types of slopes: with berms every 7 m high and a dam at the toe, without berms and with a dam at the toe, and without berms nor dams. It was observed that, for the same inclination, the berms do not significantly influence the stability. However, the construction of an earth dam at the base increases safety, especially with little height and slope in waste with poor mechanical properties. On the other hand, a set of diagrams to learn, quickly and easily, the safety factor of a landfill slope has been developed. Thus, this set of diagrams allows calculations from the SF height (from 17 to 80 m) and slope inclination (from 45° to 14°) with values of effective cohesion of the waste (C'o) from 1 to 3 t/m2 and effective friction angle (') of 10° to 25°.
VL  - 2
IS  - 2
ER  -

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