Abstract
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.
Highlights
Expansive soil is a high-plastic clay soil that is rich in hydrophilic minerals and has evident expansion after water absorption and shrinkage after the loss of water
The results showed that root could significantly enhance the shear strength of soils [9,10,11]
Influence of vetiver root on strength of expansive soil-experimental study was vertically distributed in the sample
Summary
Expansive soil is a high-plastic clay soil that is rich in hydrophilic minerals and has evident expansion after water absorption and shrinkage after the loss of water. Studies on the mechanism of soil consolidation of grass roots mainly concentrate on clay or silty soil [9,10,11,12,13,14,15,16,17,18], which not conducive to the innovation and advancement of ecological protection technology based on grass vegetation It is the significance of this study about effects of root on expansive soil. The key to the slope engineering of vetiver is to study whether the root system can enhance the shear strength of expansive soil. Our study has an important theoretical significance and engineering application value for applying vegetation to dispose of expansive soil slopes
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