Large-Scale Hydraulic Performance Testing of a Geotextile Mechanically Stabilized Earth (MSE) Wall Constructed with Recycled Concrete Aggregate Backfill

Author:

Mardani Azin1,Abbaspour Aiyoub2,Tanyu Burak F.2,Siemens Greg1,Bathurst Richard J.1,Likos William J.3

Affiliation:

1. Civil Engineering Department, Royal Military College of Canada, 13 General Crerar Crescent, Kingston, ON K7K 7B4, Canada, https://orcid.org/0000-0002-5176-5287 (R.J.B)

2. Civil, Infrastructure, and Environmental Engineering, George Mason University, 4400 University Dr., MS 2A1, Fairfax, VA 22030, USA, https://orcid.org/0000-0002-8312-6455 (B.F.T.)

3. Department of Civil and Environmental Engineering, University of Wisconsin-Madison, 1415 Engineering Dr., Madison, WI 53706, USA (Corresponding author), e-mail: likos@wisc.edu, https://orcid.org/0000-0001-8177-6625

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference41 articles.

1. Tufa Precipitation from Recycled Concrete Aggregate (RCA) over Geotextile: Mechanism, Composition, and Affecting Parameters;Abbaspour;Construction and Building Materials,2019

2. Chemical Clogging and Geotextile Serviceability in Subdrains Adjacent to Recycled Concrete;Abbaspour;Geosynthetics International,2021

3. Methodology to Evaluate Hydraulic Compatibility of Geotextile and RCA in Underdrain Systems;Abbaspour;Geosynthetics International,2018

4. Adams, M., J. Nicks, T. Stabile, J. T. Wu, W. Schlatter, and J. Hartmann. 2011. Geosynthetic Reinforced Soil Integrated Bridge System, Synthesis Report, FHWA-HRT-11-027. Washington, DC: Federal Highway Administration.

5. Anderson, K. W., J. S. Uhlmeyer, and M. Russell. 2009. Use of Recycled Concrete Aggregate in PCCP: Literature Search, WA-RD 726.1. Olympia, WA: Washington State Department of Transportation.

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