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...

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Main Authors: Gui-Yao Wang, Yong-Gang Huang, Run-Fa Li, Jing-Mei Chang, Jin-Liang Fu
Format: Article
Language:English
Published: Public Library of Science (PLoS) 2020-01-01
Series:PLoS ONE
Online Access:https://doi.org/10.1371/journal.pone.0244818
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spelling doaj-c2dae04d785847159c6f509a661732d32021-03-25T05:32:28ZengPublic Library of Science (PLoS)PLoS ONE1932-62032020-01-011512e024481810.1371/journal.pone.0244818Influence of vetiver root on strength of expansive soil-experimental study.Gui-Yao WangYong-Gang HuangRun-Fa LiJing-Mei ChangJin-Liang FuGrassroots 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.https://doi.org/10.1371/journal.pone.0244818
collection DOAJ
language English
format Article
sources DOAJ
author Gui-Yao Wang
Yong-Gang Huang
Run-Fa Li
Jing-Mei Chang
Jin-Liang Fu
spellingShingle Gui-Yao Wang
Yong-Gang Huang
Run-Fa Li
Jing-Mei Chang
Jin-Liang Fu
Influence of vetiver root on strength of expansive soil-experimental study.
PLoS ONE
author_facet Gui-Yao Wang
Yong-Gang Huang
Run-Fa Li
Jing-Mei Chang
Jin-Liang Fu
author_sort Gui-Yao Wang
title 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_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_sort influence of vetiver root on strength of expansive soil-experimental study.
publisher Public Library of Science (PLoS)
series PLoS ONE
issn 1932-6203
publishDate 2020-01-01
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.
url https://doi.org/10.1371/journal.pone.0244818
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