Strength-Deformation Characteristics of Two Different Foamed Glass Aggregates under a Static Design Load

Author:

Nicks Jennifer E.1,Ghaaowd Ismaail I.2,Adams Michael T.3

Affiliation:

1. Office of Infrastructure Research and Development, Turner-Fairbank Highway Research Center, Federal Highway Administration, 6300 Georgetown Pike, McLean, VA 22101, USA (Corresponding author), e-mail: jennifer.nicks@dot.gov, https://orcid.org/0000-0001-7230-3578

2. High Performance Technologies, Inc., Turner-Fairbank Highway Research Center, 6300 Georgetown Pike, McLean, VA 22101, USA, https://orcid.org/0000-0003-2600-0167

3. Office of Infrastructure Research and Development, Turner-Fairbank Highway Research Center, Federal Highway Administration, 6300 Georgetown Pike, McLean, VA 22101, USA, https://orcid.org/0000-0003-2358-4128

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference43 articles.

1. Aabøe, R. n.d. “Granulated Foamed Glass for Civil Engineering Applications.” Paper presented at the Workshop NR 2, Recycled Materials in Road and Airfield Pavements: Overcoming Barriers, Oslo, Norway, June, 2005.

2. AASHTO. 2022. Standard Practice for Determining Aggregate Source Shape Values from Digital Image Analysis Shape Properties. AASHTO R 91-18(2022). Washington, DC: American Association of State Highway and Transportation Officials, approved 2022.

3. AASHTO. 2022. Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate. AASHTO T 85(2022). Washington, DC: American Association of State Highway and Transportation Officials, approved 2022.

4. AASHTO. 2022. Standard Method of Test for Determining Aggregate Shape Properties by Means of Digital Image Analysis. AASHTO T 381(2022). Washington, DC: American Association of State Highway and Transportation Officials, approved 2022.

5. Adams, M. and J. Nicks. 2018. Design and Construction Guidelines for Geosynthetic Reinforced Soil Abutments and Integrated Bridge Systems. Report No. FHWA-HRT-17-080. Washington, DC: Federal Highway Administration.

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