Determining Geotextile Effects on Bearing Capacity Ratio and Cost of Pavement Layers by Conducting CBR Tests
Author:
Affiliation:
1. Department of Civil Engineering, Hacettepe University, Ankara, Turkey
Publisher
Informa UK Limited
Subject
Materials Science (miscellaneous)
Link
https://www.tandfonline.com/doi/pdf/10.1080/15440478.2021.2023376
Reference29 articles.
1. AASHTO Guide for Design of Pavement Structures. 1993. Volume 1; American Association of State Highway and Transportation Officials.
2. AASHTO T 193-13. 2017. Standard method of test for the California bearing ratio
3. Performance of geosynthetic reinforced/stabilized paved roads built over soft soil under cyclic plate loads
4. Construction and Instrumentation of Full-Scale Geogrid-Reinforced Flexible Pavement Test Sections
5. ASTM D2487-06. 2006. Standard practice for classification of soils for engineering purposes (unified soil classification system), ASTM International, West Conshohocken, PA, www.astm.org
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1. Evaluation of Penetration Resistance of Soils Reinforced with Geosynthetics Using CBR Tests;International Journal of Geosynthetics and Ground Engineering;2024-03-13
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