Simulation of direct shear tests on rooted and non-rooted soil using finite element analysis

Slobodan B. Mickovski; Alexia Stokes; Rens van Beek; Murielle Ghestem; Thierry Fourcaud

doi:10.1016/j.ecoleng.2011.06.001

Simulation of direct shear tests on rooted and non-rooted soil using finite element analysis

Slobodan B. Mickovski
, Alexia Stokes
, Rens van Beek
, Murielle Ghestem
, Thierry Fourcaud

Civil Engineering and Environmental Management

Research output: Contribution to journal › Article › peer-review

95 Citations (Scopus)

Abstract

The finite element (FE) method has been used in recent years to simulate overturning processes in trees and to better comprehend plant anchorage mechanics. We aimed at understanding the fundamental mechanisms of root–soil reinforcement by simulating direct shear of rooted and non-rooted soil. Two- (2D) and three-dimensional (3D) FE simulations of direct shear box tests were carried out using readily available software for routine strength assessment of the root–soil composite.

Original language	English
Pages (from-to)	1523-1532
Number of pages	10
Journal	Ecological Engineering
Volume	37
Issue number	10
DOIs	https://doi.org/10.1016/j.ecoleng.2011.06.001
Publication status	Published - Oct 2011

Keywords

root reinforcement
vegetation
internal friction angle
tensile strength
slope stability
effective cohesion

Documents and Links

10.1016/j.ecoleng.2011.06.001

95 Citations
3 Conference contribution
3 Article
1 Anthology/Edited Book

An overview of monitoring methods for assessing the performance of nature-based solutions against natural hazards
Kumar, P., Debele, S. E., Sahani, J., Rawat, N., Marti-Cardona, B., Alfieri, S. M., Basu, B., Basu, A. S., Bowyer, P., Charizopoulos, N., Jaakko, J., Loupis, M., Menenti, M., Mickovski, S. B., Pfeiffer, J., Pilla, F., Pröll, J., Pulvirenti, B., Rutzinger, M. & Sannigrah, S. & 4 others, Spyrou, C., Tuomenvirta, H., Vojinovic, Z. & Zieher, T., Jun 2021, In: Earth Science Reviews . 217, p. 1-26 26 p., 103603.
Research output: Contribution to journal › Article › peer-review

Open Access
File
179 Citations (Scopus)

500 Downloads (Pure)
Re-thinking soil bioengineering to address climate change challenges
Mickovski, S. B., Mar 2021, In: Sustainability. 13, 6, 14 p., 3338.
Research output: Contribution to journal › Article › peer-review

Open Access
File
23 Citations (Scopus)

253 Downloads (Pure)
Sustainable Geotechnics: Theory, Practice, and Applications
Mickovski, S. B. (Editor), Aug 2021, Basel: MDPI. 112 p.
Research output: Book/Report › Anthology/Edited Book

Open Access
File
347 Downloads (Pure)

Cite this

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title = "Simulation of direct shear tests on rooted and non-rooted soil using finite element analysis",

abstract = "The finite element (FE) method has been used in recent years to simulate overturning processes in trees and to better comprehend plant anchorage mechanics. We aimed at understanding the fundamental mechanisms of root–soil reinforcement by simulating direct shear of rooted and non-rooted soil. Two- (2D) and three-dimensional (3D) FE simulations of direct shear box tests were carried out using readily available software for routine strength assessment of the root–soil composite. ",

keywords = "root reinforcement, vegetation, internal friction angle, tensile strength, slope stability, effective cohesion",

author = "Mickovski, \{Slobodan B.\} and Alexia Stokes and \{van Beek\}, Rens and Murielle Ghestem and Thierry Fourcaud",

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AU - Mickovski, Slobodan B.

AU - Stokes, Alexia

AU - van Beek, Rens

AU - Ghestem, Murielle

AU - Fourcaud, Thierry

PY - 2011/10

Y1 - 2011/10

N2 - The finite element (FE) method has been used in recent years to simulate overturning processes in trees and to better comprehend plant anchorage mechanics. We aimed at understanding the fundamental mechanisms of root–soil reinforcement by simulating direct shear of rooted and non-rooted soil. Two- (2D) and three-dimensional (3D) FE simulations of direct shear box tests were carried out using readily available software for routine strength assessment of the root–soil composite.

AB - The finite element (FE) method has been used in recent years to simulate overturning processes in trees and to better comprehend plant anchorage mechanics. We aimed at understanding the fundamental mechanisms of root–soil reinforcement by simulating direct shear of rooted and non-rooted soil. Two- (2D) and three-dimensional (3D) FE simulations of direct shear box tests were carried out using readily available software for routine strength assessment of the root–soil composite.

KW - root reinforcement

KW - vegetation

KW - internal friction angle

KW - tensile strength

KW - slope stability

KW - effective cohesion

U2 - 10.1016/j.ecoleng.2011.06.001

DO - 10.1016/j.ecoleng.2011.06.001

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JO - Ecological Engineering

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ER -

Simulation of direct shear tests on rooted and non-rooted soil using finite element analysis

Abstract

Keywords

Documents and Links

Fingerprint

Research output

An overview of monitoring methods for assessing the performance of nature-based solutions against natural hazards

Re-thinking soil bioengineering to address climate change challenges

Sustainable Geotechnics: Theory, Practice, and Applications

Cite this