Performance of Recycled Plastic Pins for Improving the Bearing Capacity of MSE Wall Foundation-Reference-Cited by-同舟云学术

Performance of Recycled Plastic Pins for Improving the Bearing Capacity of MSE Wall Foundation

Published:2021-05-06 Issue: Volume: Page:
ISSN:
Container-title:IFCEE 2021
language:
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Author:

Badhon Faria Fahim¹²¹¹³,Zaman Md. Nur Basit¹²¹¹³,Bhandari Prabesh¹²¹¹³,Islam Md. Azijul¹²¹¹³,Hossain Md. Sahadat¹²¹¹³

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX.

2. Design Engineer, Russo Corporation, Saginaw, TX.

3. Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784483411.049

Reference19 articles.

1. Badhon F. F. Islam M. S. and Al-Hussaini T. M. (2019). “Study of root-reinforcement effect on shear strength parameters of soil obtained by direct shear tests.” Proceedings from International Conference on Disaster Risk Mitigation (pp. 179-182) Dhaka Bangladesh.

2. Barchard J. (1999). Centrifuge Modeling of Piled Embankments on Soft Soils . Master of Engineering Thesis University of New Brunswick Canada.

3. Engineering properties of recycled plastic pins for slope stabilization;Bowders J.;Transportation Research Record: Journal of the Transportation Research Board,2003

4. Bowles, J. E. (1988). Foundation analysis and design. McGraw-hill.

5. Creep Behavior of Recycled Plastic Lumber in Slope Stabilization Applications

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