ABSTRACT

Slope failures occur along state roads and highways costing the Texas Department of Transportation (TxDOT) millions of dollars in repairs every year. Texas highway slopes built on high-plastic clays experience cycles of wet and dry seasons annually. The highway slopes usually fail after a prolonged rainfall event due to rainwater infiltration into the soil. Slope failures cause serious damage to highway infrastructure like guardrails, pavement, and shoulders. Highway slope failures are mostly shallow in nature (1.2–1.8 m) but, in some cases, there are deeper slope failures (>2.4 m). Recycled Plastic Pin (RPP) has previously been utilized as a sustainable and cost-effective slope repair method by TxDOT to stabilize shallow slope failures. The objective of the proposed study is to utilize RPP to stabilize general slope failures. A failed slope located at the intersection of northbound side of Interstate 820 and Rosedale Street in Fort Worth, Texas, was selected for the current study. The selected slope failed several times during a period of two months before repair, and the estimated failure depth was between 2.13 and 3 m. A 37 m section of the failed slope was stabilized with RPPs. To stabilize the reoccurring slope failure, few rows of RPPs were driven into deeper depths (up to 4.6 m) using a layered system of pin installation. Since the slope was stabilized using RPP (more than a year ago), the slope section has not experienced any failure.

Get full access to this article

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

REFERENCES

Abusharar, S. W., and J. Han. 2011. “Two-dimensional deep-seated slope stability analysis of embankments over stone column-improved soft clay”. Engineering Geology, 120(1-4), 103–110.
Badhon, F. F., M. S. Islam, M. A. Islam, and M. Z. U. Arif. 2021. “A simple approach for estimating contribution of vetiver roots in shear strength of a soil–root system”. Innovative Infrastructure Solutions, 6(2), 1–13.
Bhandari, P., C. Rauss, A. Sapkota, and M. S. Hossain. 2020. “Long Term Performance of Shallow Slopes Stabilized with Recycled Plastic Pins”. In Geo-Congress 2020: Engineering, Monitoring, and Management of Geotechnical Infrastructure (pp. 163–172). Reston, VA: American Society of Civil Engineers.
Chen, C. W., H. Salim, J. J. Bowders, J. E. Loehr, and J. Owen. 2007. “Creep behavior of recycled plastic lumber in slope stabilization applications”. Journal of materials in civil engineering, 19(2), 130–138.
Day, R. W. 1996. “Design and repair for surficial slope failures”. Practice Periodical on Structural Design and Construction, 1(3), 83–87.
Islam, M. A., M. S. Islam, M. E. Chowdhury, and F. F. Badhon. 2021. “Influence of vetiver grass (Chrysopogon zizanioides) on infiltration and erosion control of hill slopes under simulated extreme rainfall condition in Bangladesh”. Arabian Journal of Geosciences, 14(2), 1–14.
Islam, M. A., and M. S. Hossain. Effect of Rainfall Intensity and Duration on the Highway Slopes Reinforced with Recycled Plastic Pin. In IFCEE 2021 (pp. 206–216).
Khan, M. S. 2014. Sustainable slope stabilization using recycled plastic pin in Texas. The University of Texas at Arlington. (Doctoral Dissertation).
Khan, M. S., S. Hossain, A. Ahmed, and M. Faysal. 2017. “Investigation of a shallow slope failure on expansive clay in Texas”. Engineering Geology, 219, 118–129.
Loehr, J. E., T. W. Fennessey, and J. J. Bowders. 2003. “Mechanical Stabilization of Earth Slopes Using Recycled Materials”. Proceedings of Beneficial Use of Recycled Materials in Transportation Applications, 13–15.
McLaren, M. G. 1995. “Recycled plastic lumber & shapes design and specifications”. In Restructuring: America and Beyond (pp. 819–833). ASCE.
Pei, P., Y. Zhao, P. Ni, and G. Mei. 2020. “A protective measure for expansive soil slopes based on moisture content control”. Engineering Geology, 269, 105527.
Rauss, C. A. 2019. Long Term Performance Monitoring of Shallow Slope Stabilization Utilizing Recycled Plastic Pins. The University of Texas at Arlington. (Masters Dissertation).
Siddiqui, F. I., and S. B. A. B. S. Osman. 2013. “Simple and multiple regression models for relationship between electrical resistivity and various soil properties for soil characterization”. Environmental earth sciences, 70(1), 259–267.
Sudha, K., M. Israil, S. Mittal, and J. Rai. 2009. “Soil characterization using electrical resistivity tomography and geotechnical investigations”. Journal of Applied Geophysics, 67(1), 74–79.
Sun, S. W., J. C. Wang, and X. L. Bian. 2013. “Design of micropiles to increase earth slopes stability”. Journal of Central South University, 20(5), 1361–1367.
Xiao, J., C. Tong, and H. P. Yang. (2017). “Causes of shallow landslides of expansive soil slopes”. Journal of highway and transportation research and development (English edition), 11(1), 1–6.
Zhdanov, M. S., and G. V. Keller. 1994. “The geoelectrical methods in geophysical exploration”. Methods in geochemistry and geophysics, 31, I–IX.

Information & Authors

Information

Published In

Go to Geo-Congress 2022
Geo-Congress 2022
Pages: 199 - 207

History

Published online: Mar 17, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Sachini Madanayake [email protected]
1Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX. Email: [email protected]
Muhasina Manjur Dola [email protected]
2Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX. Email: [email protected]
Md. Sahadat Hossain, Ph.D. [email protected]
P.E.
3Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX. 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
$112.00
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
$112.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share