Effect of Grain Size Distribution on California Bearing Ratio (CBR) and Modified Proctor Parameters for Granular Materials

Author:

Duque Jose,Fuentes William,Rey Silvia,Molina Enois

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference41 articles.

1. NCHRP.: Correlation of CBR values with soil index guide for mechanistic and empirical—design for new a rehabilitated pavement structures, Illinois (2001)

2. Satyanarayana, R.; Pavani, K.: Mechanically stabilized soils-regression equation for CBR evaluation. In: Proceedings of the Indian Geotechnical Conference: Geotechnical Engineering - Indian Experience, Chennai, India, pp. 731–734 (2006). ISBN:8184241321

3. Vinod, P.; Reena, C.: Prediction of CBR value of lateritic soils using liquid limit and gradation characteristics data. Highw. Res. J. 1(1), 89–98 (2008)

4. Patel, R.; Desai, M.: CBR predicted by index properties for alluvial soils of South Gujarat. Proceedings of the Indian geotechnical conference, Mumbai, pp. 79–82 (2010)

5. Yildirim, B.; Gunaydin, O.: Estimation of California bearing ratio by using soft computing systems. Expert Syst. Appl. 38(5), 6381–6391 (2011)

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