Chapter
Feb 21, 2020
Geo-Congress 2020

Long Term Performance of Shallow Slopes Stabilized with Recycled Plastic Pins

Publication: Geo-Congress 2020: Engineering, Monitoring, and Management of Geotechnical Infrastructure (GSP 316)

ABSTRACT

Periods of prolonged rainfall events give rise to sloughing and surficial failures of slopes underlain by expansive clayey soils, resulting in significant maintenance costs for various transportation agencies. Recycled plastic pins (RPP) are a sustainable and cost-effective solution to stabilize such surficial slope failures due to their long-term endurance against degradation. The objective of the current study is to evaluate long term performance of shallow slopes stabilized with recycled plastic pins. Two highway embankments in North Texas, where cracks were observed along the shoulder due to surficial movement of the slopes, were stabilized using RPPs. Inclinometer casings were installed in the slopes to monitor the lateral movement, while topographical surveying was carried out regularly for monitoring the vertical settlement. The long-term performance of the stabilized sections was evaluated between 4 years and 7 years. Based on the study, it was concluded that RPP can be utilized as a sustainable solution for shallow slope failure.

Get full access to this article

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

REFERENCES

ASCE. (2017). “America’s Infrastructure Scores a D+.” 2017 Infrastructure Report Card, <https://www.infrastructurereportcard.org/> (Aug. 7, 2019).
Buhler, R. L., and Cerato, A. B. (2007). “Stabilization of Oklahoma expansive soils using lime and class C fly ash.” In Problematic Soils and Rocks and In Situ Characterization(pp. 1-10).
Chen, C. W., Salim, H., Bowders, J. J., Loehr, J. E., and Owen, J. (2007). “Creep behavior of recycled plastic lumber in slope stabilization applications.” Journal of Materials in Civil Engineering, 19(2), 130-138.
Jones, L. D., and Jefferson, I. (2012). “Expansive soils.” In ICE Manual of Geotechnical Engineering, Volume 1: Geotechnical Engineering Principles, Problematic Soils and Site Investigation, ICE Publishing, London, UK, pp. 413-441.
Khan, M. S. (2014). Sustainable Slope Stabilization Using Recycled Plastic Pin in Texas. Doctoral dissertation, University of Texas at Arlington.
Khan, M. S., Hossain, S., Ahmed, A., and Faysal, M. (2017). “Investigation of a shallow slope failure on expansive clay in Texas.” Engineering Geology, 219, 118-129.
Krishnaswamy, P., and Francini. R., (2000). “Long term durability of recycled plastic lumber in structural application”, http://www.environmental-expert.com/Files/0/articles/2183/2183.pdf accessed May 22, 2013.
Loehr, J. E., and Bowders, J. J. (2007). “Slope stabilization using recycled plastic pins – phase III”, Final Report: RI98-007D, Missouri Department of Transportation, Jefferson City, Missouri.
Malcolm, G. M. (1995). “Recycled plastic lumber and shapes design and specifications.” In Proc. Structures Congress (Vol. 13, pp. 2-5).
McCormick, W., and Short, R. (2006). “Cost effective stabilization of clay slopes and failures using plate piles.” Proc., IAEG2006, Geological Society of London, London, 1-7.
Pandey, P., Ahmed, A., Sapkota, A., Hossain, M. S., & Thian, B. (2019). “Performance Evaluation of Pavement Subgrade by In Situ Moisture and Matric Suction Measurements.” In Eighth International Conference on Case Histories in Geotechnical Engineering (Geo-Congress 2019) American Society of Civil Engineers, 347-356.
Parra, J., Loehr, J., Hagemeyer, D., and Bowders, J. (2003). “Field performance of embankments stabilized with recycled plastic reinforcement.” Transportation Research Record: Journal of the Transportation Research Board, (1849), 31-38.
Pudasaini, B., and Shahandashti, S. M. (2018). “Identification of Critical Pipes for Proactive Resource-Constrained Seismic Rehabilitation of Water Pipe Networks.” Journal of Infrastructure Systems, 24(4), 04018024.
Pudasaini, B., Shahandashti, S. M., and Razavi, M. (2017). “Identifying Critical Links in Water Supply Systems Subject to Various Earthquakes to Support Inspection and Renewal Decision Making.” Computing in Civil Engineering 2017, American Society of Civil Engineers, Reston, VA, 231–238.
Sapkota, A., Ahmed, A., Pandey, P., Hossain, M.S., & Lozano, N. (2019). “Stabilization of Rainfall-Induced Slope Failure and Pavement Distresses Using Recycled Plastic Pins and Modified Moisture Barrier.” In Eighth International Conference on Case Histories in Geotechnical Engineering (Geo-Congress 2019) American Society of Civil Engineers, 237-246.
Sapkota, A., Hossain, M.S., Ahmed, A., & Pandey, P. (2019). “Effect of Modified Moisture Barrier on the Slope Stabilized with Recycled Plastic Pins.” In 98th Annual Meeting of Transportation Research Board, Transportation Research Board, Washington D.C., 2019.
Shahandashti, S. M., and Pudasaini, B. (2019). “Proactive Seismic Rehabilitation Decision-Making for Water Pipe Networks Using Simulated Annealing.” Natural Hazards Review, 20(2), 04019003.
Shahidehpour, M., Liu, X., Li, Z., and Cao, Y. (2016). “Microgrids for Enhancing the Power Grid Resilience in Extreme Conditions.” IEEE Transactions on Smart Grid, 8(2), 1–1.
Sterbenz, J. P. G., Hutchison, D., Çetinkaya, E. K., Jabbar, A., Rohrer, J. P., Schöller, M., and Smith, P. (2010). “Resilience and survivability in communication networks: Strategies, principles, and survey of disciplines.” Computer Networks, Elsevier B.V., 54(8), 1245–1265.
Titi, H. H., and Helwany, S. (2007). “Investigation of vertical members to resist surficial slope instabilities (No. WHRP 07-03).” Wisconsin Highway Research Program, University of Wisconsin-Madison.
Turner, A.K., and Schuster, R.L. (Eds.) (1996). “Landslides: Investigation and mitigation.” Special Report 247 Transportation Research Board and National Research Council. National Academy Press, Washington, DC, p. 673.

Information & Authors

Information

Published In

Go to Geo-Congress 2020
Geo-Congress 2020: Engineering, Monitoring, and Management of Geotechnical Infrastructure (GSP 316)
Pages: 163 - 172
Editors: James P. Hambleton, Ph.D., Northwestern University, Roman Makhnenko, Ph.D., University of Illinois at Urbana-Champaign, and Aaron S. Budge, Ph.D., Minnesota State University, Mankato
ISBN (Online): 978-0-7844-8279-7

History

Published online: Feb 21, 2020

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Prabesh Bhandari [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX. E-mail: [email protected]
Geotechnical Engineer, Freese and Nichols, Inc., Dallas, TX. E-mail: [email protected]
Anuja Sapkota, Ph.D. [email protected]
Research Assistant Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX. E-mail: [email protected]
Md. Sahadat Hossain, Ph.D. [email protected]
P.E.
Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX. E-mail: [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
$154.00
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
$154.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share