Prediction of California Bearing Ratio (CBR) Using Index Soil Properties and Compaction Parameters of Low Plastic Fine-Grained Soil-Reference-Cited by-同舟云学术

Prediction of California Bearing Ratio (CBR) Using Index Soil Properties and Compaction Parameters of Low Plastic Fine-Grained Soil

Published:2021-09-21 Issue: Volume: Page:
ISSN:2196-7202
Container-title:Transportation Infrastructure Geotechnology
language:en
Short-container-title:Transp. Infrastruct. Geotech.

Author:

Hassan Jawad,Alshameri Badee^ORCID,Iqbal Faizan

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40515-021-00197-0.pdf

Reference19 articles.

1. Alawi, M.H., Rajab, M.I.: Prediction of California bearing ratio of subbase layer using multiple linear regression models. Road Mater. Pavement Des. 14, 211–219 (2013). https://doi.org/10.1080/14680629.2012.757557

2. ASTM D698 - 12e2, A.: Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)). ASTM International (2021)

3. Black: a Method of Estimating the California Bearing Ratio of Cohesive Soils from Plasticity Data *. 281–282 (1962)

4. Breytenbach, I.J., Paige-Green, P., Van Rooy, J.L.: The relationship between index testing and California bearing ratio values for natural road construction materials in South Africa. J. South African Inst. Civ. Eng. 52, 65–69 (2010)

5. D1883 – 16, A.: Test Method for California Bearing Ratio (CBR) of Laboratory-Compacted Soils. ASTM International (2021)

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