Chapter
Feb 22, 2024

Experimental Evaluation of Additional Shear Strength for Vetiver Root-Reinforced Soil

Publication: Geo-Congress 2024

ABSTRACT

Slope instability-related damage is a major issue all over the world, including Bangladesh. Every year, slope failure occurs all over the country and causes major financial losses. A variety of methods are available for addressing this issue, but conventional slope protection methods require large and long-term investments. Hard engineering solutions can also be temporary, only transferring the problem from one location to another. A viable solution to this problem may be to use bio-engineering technology applying vegetation. Vegetation as a bio-engineering technique for slope stabilization can improve the shear strength and reduce the erosion potential of soils. The objective of this study is to evaluate the effectiveness of vegetation in improving the shear strength of soil. Vetiver grass which is a commonly found in Bangladesh was selected for the study. Roots were collected from uprooted vetiver grass found in a naturally grown land. To prepare the root-reinforced soil samples, roots were chopped according to different lengths (1.25–5 cm) and mixed in different root content (3%–12% of the dry weight of the soil sample) and moisture content of soil (10%–25%). It was observed that root-reinforced soil samples have a maximum of 88.2% higher shear strength compared to root-free samples. The added cohesion of vetiver rooted soil has a positive correlation with the root length, but for the root content shear strength increases up to an optimum root content and then decreases. The results from the present study have also been compared to the previous studies and found in good agreement with each other.

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REFERENCES

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Geo-Congress 2024
Pages: 207 - 217

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Published online: Feb 22, 2024

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Faria Fahim Badhon, Ph.D. [email protected]
1Formerly, Graduate Student, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX. Email: [email protected]
Md. Azijul Islam, Ph.D. [email protected]
2Assistant Professor, Dept. of Civil Engineering, Bangladesh Univ. of Engineering and Technology, Dhaka, Bangladesh; Assistant Professor of Instruction, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX. Email: [email protected]; [email protected]
Mohammad Shariful Islam, Ph.D. [email protected]
3Professor, Dept. of Civil Engineering, Bangladesh Univ. of Engineering and Technology, Dhaka, Bangladesh. Email: [email protected]

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