Cargando…

Influence of vetiver root on strength of expansive soil-experimental study

Grassroots have received more attention than the traditional method as soil reinforcement materials, especially the use of vetiver and other vegetation protection methods to treat expansive soil slope, have been tried and applied. To study the influence of grassroots on the strength properties of ex...

Descripción completa

Detalles Bibliográficos
Autores principales: Wang, Gui-yao, Huang, Yong-gang, Li, Run-fa, Chang, Jing-mei, Fu, Jin-liang
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Public Library of Science 2020
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7775112/
https://www.ncbi.nlm.nih.gov/pubmed/33382833
http://dx.doi.org/10.1371/journal.pone.0244818
_version_ 1783630406259572736
author Wang, Gui-yao
Huang, Yong-gang
Li, Run-fa
Chang, Jing-mei
Fu, Jin-liang
author_facet Wang, Gui-yao
Huang, Yong-gang
Li, Run-fa
Chang, Jing-mei
Fu, Jin-liang
author_sort Wang, Gui-yao
collection PubMed
description Grassroots have received more attention than the traditional method as soil reinforcement materials, especially the use of vetiver and other vegetation protection methods to treat expansive soil slope, have been tried and applied. To study the influence of grassroots on the strength properties of expansive soil, the laws of vetiver root growth over time and its vertical distribution of root content(δ) were firstly investigated by the experiment of planting vetiver. Then different δ and depth of planted soil were obtained. Simultaneously different δ and water content(ω) of grafted soil were made. With the direct shear test, the shear strength parameters of root-soil with different δ were analyzed. The shear test on root-soil composites with different δ was carried out to compare the strength characteristics of planted and grafted soil. The results showed that the δ of vetiver decreased with the increase of depth, and the δ of each layer increased with the growth period. The δ of 180d was 70.5% higher than that of 90d. The cohesion(c) of root-soil can be increased by more than 97%, and internal friction angle(φ) can be increased by more than 15.4% after 180 days. The c of 90 d vetiver root system can be increased by more than 18%, and the φ can be increased by more than 1.5%. At each depth, the c and φ of composite soil increases with the increase of δ, and the increment of cohesion (Δc) and the increment of internal friction angle (Δφ) increase with the increment of δ. But the increase in the ω will weaken the shear strength parameters of root-soil. Under the condition of the planted root system and grafted root system, the influence degree of δ on strength parameter of root-soil is different, and the law of strength parameters versus δ of grafted soil of 365d is similar to that of planted soil of 90d. And the root reinforcement of grafted soil is weaker than planted soil. Hence the grafted soil can´t accurately reflect the root-soil interaction of the existing root system.
format Online
Article
Text
id pubmed-7775112
institution National Center for Biotechnology Information
language English
publishDate 2020
publisher Public Library of Science
record_format MEDLINE/PubMed
spelling pubmed-77751122021-01-07 Influence of vetiver root on strength of expansive soil-experimental study Wang, Gui-yao Huang, Yong-gang Li, Run-fa Chang, Jing-mei Fu, Jin-liang PLoS One Research Article Grassroots have received more attention than the traditional method as soil reinforcement materials, especially the use of vetiver and other vegetation protection methods to treat expansive soil slope, have been tried and applied. To study the influence of grassroots on the strength properties of expansive soil, the laws of vetiver root growth over time and its vertical distribution of root content(δ) were firstly investigated by the experiment of planting vetiver. Then different δ and depth of planted soil were obtained. Simultaneously different δ and water content(ω) of grafted soil were made. With the direct shear test, the shear strength parameters of root-soil with different δ were analyzed. The shear test on root-soil composites with different δ was carried out to compare the strength characteristics of planted and grafted soil. The results showed that the δ of vetiver decreased with the increase of depth, and the δ of each layer increased with the growth period. The δ of 180d was 70.5% higher than that of 90d. The cohesion(c) of root-soil can be increased by more than 97%, and internal friction angle(φ) can be increased by more than 15.4% after 180 days. The c of 90 d vetiver root system can be increased by more than 18%, and the φ can be increased by more than 1.5%. At each depth, the c and φ of composite soil increases with the increase of δ, and the increment of cohesion (Δc) and the increment of internal friction angle (Δφ) increase with the increment of δ. But the increase in the ω will weaken the shear strength parameters of root-soil. Under the condition of the planted root system and grafted root system, the influence degree of δ on strength parameter of root-soil is different, and the law of strength parameters versus δ of grafted soil of 365d is similar to that of planted soil of 90d. And the root reinforcement of grafted soil is weaker than planted soil. Hence the grafted soil can´t accurately reflect the root-soil interaction of the existing root system. Public Library of Science 2020-12-31 /pmc/articles/PMC7775112/ /pubmed/33382833 http://dx.doi.org/10.1371/journal.pone.0244818 Text en © 2020 Wang et al http://creativecommons.org/licenses/by/4.0/ This is an open access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/) , which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
spellingShingle Research Article
Wang, Gui-yao
Huang, Yong-gang
Li, Run-fa
Chang, Jing-mei
Fu, Jin-liang
Influence of vetiver root on strength of expansive soil-experimental study
title Influence of vetiver root on strength of expansive soil-experimental study
title_full Influence of vetiver root on strength of expansive soil-experimental study
title_fullStr Influence of vetiver root on strength of expansive soil-experimental study
title_full_unstemmed Influence of vetiver root on strength of expansive soil-experimental study
title_short Influence of vetiver root on strength of expansive soil-experimental study
title_sort influence of vetiver root on strength of expansive soil-experimental study
topic Research Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7775112/
https://www.ncbi.nlm.nih.gov/pubmed/33382833
http://dx.doi.org/10.1371/journal.pone.0244818
work_keys_str_mv AT wangguiyao influenceofvetiverrootonstrengthofexpansivesoilexperimentalstudy
AT huangyonggang influenceofvetiverrootonstrengthofexpansivesoilexperimentalstudy
AT lirunfa influenceofvetiverrootonstrengthofexpansivesoilexperimentalstudy
AT changjingmei influenceofvetiverrootonstrengthofexpansivesoilexperimentalstudy
AT fujinliang influenceofvetiverrootonstrengthofexpansivesoilexperimentalstudy