Chapter
Mar 23, 2023

Nature-Based Solutions for Enhancing Soil Hydro-Mechanical Properties

Publication: Geo-Congress 2023

ABSTRACT

The main objective of this study is to gain insights into the soil-water-vegetation-biopolymer interaction and how those interactions control soil hydro-mechanical properties. Four different sample types were prepared, including plain soil, rooted soil, biopolymer-amended soil, and biopolymer-amended rooted soil. After the development of a complete root system, several different hydraulic and mechanical tests were conducted to determine the effect of soil type on engineering properties. In particular, the hydraulic behavior of all samples was investigated by determining the saturated permeability, evaporation, and infiltration rates. Vegetated-biopolymer specimens showed lower permeability and infiltration rates compared to other soils. Finally, direct shear tests were performed to evaluate the shear strength characteristics. The results showed that any combination of the soil treatment led to a slight decrease in the cohesion values leading to deteriorated shear strength. These results are beneficial to engineers in better understanding of vegetation and bio-augmentation techniques and their implementations, especially in severe drought environments.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

Chang, I., et al. Soil–Hydraulic Conductivity Control via a Biopolymer Treatment-Induced Bio-Clogging Effect: Geotechnical and Structural Engineering Congress 2016. Proceedings, American Society of Civil Engineers, 8 Feb. 2016, https://ascelibrary.org/doi/abs/10.1061/9780784479742.085.
Li, Z., et al. “Experimental Investigation of Mechanical, Permeability, and Microstructural Properties of PVA-Improved Sand under Dry-Wet Cycling Conditions.” Frontiers, Frontiers, 25 October 2021. 1AD, https://www.frontiersin.org/articles/10.3389/fphy.2021.761754/full.
Lichner, L., et al. “Grass Cover Influences Hydrophysical Parameters and Heterogeneity of Water Flow in a Sandy Soil.” Pedosphere, Elsevier, 26 Oct. 2011, https://www.sciencedirect.com/science/article/pii/S1002016011601756.
Lu, J., et al. “Root-Induced Changes of Soil Hydraulic Properties – A Review.” Journal of Hydrology, Elsevier, 20 June 2020, https://www.sciencedirect.com/science/article/pii/S0022169420306636.
Maffra, C., et al. “The Effect of Roots on the Shear Strength of Texturally Distinct Soils.” Floresta e Ambiente, Instituto De Florestas Da Universidade Federal Rural Do Rio De Janeiro, 30 May 2019, https://www.scielo.br/j/floram/a/w7kfhMjCCMDPWNGghbFBQfN/.
Wiszniewski, M., et al. “Hydraulic Conductivity of a Biopolymer Treated Sand.” New Frontiers. In Geotechnical Engineering, Conference Paper in Geotechnical Special Publication, Proceedings of the 3rd Geotechnical International Conference, Shanghai, China, 26–28 May 2014; ASCE. https://www.researchgate.net/publication/269196445_Hydraulic_Conductivity_of_a_Biopolymer_Treated_Sand.

Information & Authors

Information

Published In

Go to Geo-Congress 2023
Geo-Congress 2023
Pages: 640 - 648

History

Published online: Mar 23, 2023

Permissions

Request permissions for this article.

Authors

Affiliations

Nawaf M. Alneami [email protected]
1Dept. of Civil, Construction, and Environmental Engineering, San Diego State Univ., San Diego, CA. Email: [email protected]
Mathew Kubes [email protected]
2Dept. of Civil, Construction, and Environmental Engineering, San Diego State Univ., San Diego, CA. Email: [email protected]
Marta Miletic, Ph.D. [email protected]
3Dept. of Civil, Construction, and Environmental Engineering, San Diego State Univ., San Diego, CA. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$138.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$138.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share