Influence of clay mineralogy on the relationship of CBR of fine-grained soils with their index and engineering properties

Author:

Nagaraj H.B.,Suresh M.R.

Publisher

Elsevier BV

Subject

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

Reference35 articles.

1. Agarwal KB, Ghanekar KD. Prediction of CBR from plasticity characteristics of soil. In: Proceeding of 2nd South-east Asian Conference on Soil Engineering, Singapore; 1970. p. 11–15.

2. Correlation between CBR values and index properties of soils: a case study of Ibiono, Oron and Onna in Akwa Ibom State;Bassey;Resources Environ,2017

3. A method of estimating the California bearing ratio of cohesive soils from plasticity data;Black;Geotechnique,1962

4. Black WPM. The strength of clay subgrades: its measurement by a penetrometer. TRRL Report. LR901; 1979.

5. Repeated loading of fine grained soils;Brown,1987

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