Stabilisation of slopes by vegetation reinforcement

M. F. Bransby; M. C.R. Davies; S. B. Mickovski; R. Sonnenberg; A. G. Bengough; P. D. Hallett

doi:10.1201/NOE0415415866

Stabilisation of slopes by vegetation reinforcement

M. F. Bransby^*, M. C.R. Davies, S. B. Mickovski, R. Sonnenberg, A. G. Bengough, P. D. Hallett

^*Corresponding author for this work

Civil Engineering and Environmental Management

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

9 Citations (Scopus)

Abstract

Planting or maintenance of vegetation is seen increasingly as a sustainable method for slope reinforcement. Widespread use is limited by the confidence engineers have in design methods involving complex biological materials. We are investigating the link between root systems, root mechanical properties and soil slope stability. This study involves a mixture of slope reinforcement tests (geotechnical centrifuge model tests containing modelled vegetation), root-soil interaction tests (direct shear tests and root pull-out) and element tests (of roots and soil). The root-soil interaction tests investigate how the roots interact with the surrounding soil to increase its strength. Direct shear tests of fallow and root reinforced soil allowed measurement of the increase of shear strength due to the roots. Additional root 'pull-out' tests allowed investigation of the interaction of both individual roots with soil and of the root-soil interface properties which will be used in future numerical and analytical studies of slope stability.

Original language	English
Title of host publication	Physical Modelling in Geotechnics
Subtitle of host publication	6th ICPMG '06
Place of Publication	London
Publisher	Taylor and Francis Group
Pages	317-323
Number of pages	7
Volume	1
ISBN (Electronic)	978-0-415-88929-2
ISBN (Print)	978-0-415-41586-6
DOIs	https://doi.org/10.1201/NOE0415415866
Publication status	Published - 2006

Publication series

Name	Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics
Volume	1-2

Keywords

slope reinforcement
vegetation reinforcement
root systems
root mechanical properties
soil slope stability

ASJC Scopus subject areas

Geotechnical Engineering and Engineering Geology

Documents and Links

10.1201/NOE0415415866

9 Citations
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 othersSpyrou, 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
23 Citations (Scopus)

117 Downloads (Pure)
Describing the vertical root distribution of alpine plants with simple climate, soil and plant attributes
Gonzalez-Ollauri, A., Hudek, C., Mickovski, S. B., Viglietti, D., Ceretto, N. & Freppaz, M., Aug 2021, In: Catena. 203, 27 p., 105305.
Research output: Contribution to journal › Article › peer-review

Open Access
File
6 Citations (Scopus)

16 Downloads (Pure)
Re-thinking soil bioengineering to address climate change challenges
Mickovski, S. B., 18 Mar 2021, In: Sustainability. 13, 6, 14 p., 3338.
Research output: Contribution to journal › Article › peer-review

Open Access
File
10 Citations (Scopus)

76 Downloads (Pure)

Cite this

Bransby, M. F., Davies, M. C. R., Mickovski, S. B., Sonnenberg, R., Bengough, A. G., & Hallett, P. D. (2006). Stabilisation of slopes by vegetation reinforcement. In Physical Modelling in Geotechnics: 6th ICPMG '06 (Vol. 1, pp. 317-323). (Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics; Vol. 1-2). Taylor and Francis Group. https://doi.org/10.1201/NOE0415415866

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abstract = "Planting or maintenance of vegetation is seen increasingly as a sustainable method for slope reinforcement. Widespread use is limited by the confidence engineers have in design methods involving complex biological materials. We are investigating the link between root systems, root mechanical properties and soil slope stability. This study involves a mixture of slope reinforcement tests (geotechnical centrifuge model tests containing modelled vegetation), root-soil interaction tests (direct shear tests and root pull-out) and element tests (of roots and soil). The root-soil interaction tests investigate how the roots interact with the surrounding soil to increase its strength. Direct shear tests of fallow and root reinforced soil allowed measurement of the increase of shear strength due to the roots. Additional root 'pull-out' tests allowed investigation of the interaction of both individual roots with soil and of the root-soil interface properties which will be used in future numerical and analytical studies of slope stability.",

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author = "Bransby, {M. F.} and Davies, {M. C.R.} and Mickovski, {S. B.} and R. Sonnenberg and Bengough, {A. G.} and Hallett, {P. D.}",

note = "PT: B; CT: 6th International Conference on Physical Modelling in Geotechnics (ICPMG 2006); CY: AUG 04-06, 2006; CL: Hong Kong, PEOPLES R CHINA; SP: Hong Kong Geotech Soc; TC: 0; UT: WOS:000245320200041",

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Bransby, MF, Davies, MCR, Mickovski, SB, Sonnenberg, R, Bengough, AG & Hallett, PD 2006, Stabilisation of slopes by vegetation reinforcement. in Physical Modelling in Geotechnics: 6th ICPMG '06. vol. 1, Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics, vol. 1-2, Taylor and Francis Group, London, pp. 317-323. https://doi.org/10.1201/NOE0415415866

Stabilisation of slopes by vegetation reinforcement. / Bransby, M. F.; Davies, M. C.R.; Mickovski, S. B. et al.

Physical Modelling in Geotechnics: 6th ICPMG '06. Vol. 1 London : Taylor and Francis Group, 2006. p. 317-323 (Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics; Vol. 1-2).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

TY - GEN

T1 - Stabilisation of slopes by vegetation reinforcement

AU - Bransby, M. F.

AU - Davies, M. C.R.

AU - Mickovski, S. B.

AU - Sonnenberg, R.

AU - Bengough, A. G.

AU - Hallett, P. D.

N1 - PT: B; CT: 6th International Conference on Physical Modelling in Geotechnics (ICPMG 2006); CY: AUG 04-06, 2006; CL: Hong Kong, PEOPLES R CHINA; SP: Hong Kong Geotech Soc; TC: 0; UT: WOS:000245320200041

PY - 2006

Y1 - 2006

N2 - Planting or maintenance of vegetation is seen increasingly as a sustainable method for slope reinforcement. Widespread use is limited by the confidence engineers have in design methods involving complex biological materials. We are investigating the link between root systems, root mechanical properties and soil slope stability. This study involves a mixture of slope reinforcement tests (geotechnical centrifuge model tests containing modelled vegetation), root-soil interaction tests (direct shear tests and root pull-out) and element tests (of roots and soil). The root-soil interaction tests investigate how the roots interact with the surrounding soil to increase its strength. Direct shear tests of fallow and root reinforced soil allowed measurement of the increase of shear strength due to the roots. Additional root 'pull-out' tests allowed investigation of the interaction of both individual roots with soil and of the root-soil interface properties which will be used in future numerical and analytical studies of slope stability.

AB - Planting or maintenance of vegetation is seen increasingly as a sustainable method for slope reinforcement. Widespread use is limited by the confidence engineers have in design methods involving complex biological materials. We are investigating the link between root systems, root mechanical properties and soil slope stability. This study involves a mixture of slope reinforcement tests (geotechnical centrifuge model tests containing modelled vegetation), root-soil interaction tests (direct shear tests and root pull-out) and element tests (of roots and soil). The root-soil interaction tests investigate how the roots interact with the surrounding soil to increase its strength. Direct shear tests of fallow and root reinforced soil allowed measurement of the increase of shear strength due to the roots. Additional root 'pull-out' tests allowed investigation of the interaction of both individual roots with soil and of the root-soil interface properties which will be used in future numerical and analytical studies of slope stability.

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KW - vegetation reinforcement

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M3 - Conference contribution

SN - 978-0-415-41586-6

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T3 - Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics

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EP - 323

BT - Physical Modelling in Geotechnics

PB - Taylor and Francis Group

CY - London

ER -

Bransby MF, Davies MCR, Mickovski SB, Sonnenberg R, Bengough AG, Hallett PD. Stabilisation of slopes by vegetation reinforcement. In Physical Modelling in Geotechnics: 6th ICPMG '06. Vol. 1. London: Taylor and Francis Group. 2006. p. 317-323. (Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics). doi: 10.1201/NOE0415415866

Stabilisation of slopes by vegetation reinforcement

Abstract

Publication series

Keywords

ASJC Scopus subject areas

Documents and Links

Fingerprint

Research output

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

Describing the vertical root distribution of alpine plants with simple climate, soil and plant attributes

Re-thinking soil bioengineering to address climate change challenges

Cite this