An experimental case study of a high-liquid-limit lateritic soil with its application in road construction
Author:
Affiliation:
1. Research Institute of Highway, Ministry of Transport, Beijing, People’s Republic of China
2. Department of Architecture and Civil Engineering, Beijing Jiaotong University, Beijing, People’s Republic of China
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/14680629.2016.1211031
Reference23 articles.
1. Agarwal, K. B. & Ghanekar, K. D. (1970). Prediction of CBR from plasticity characteristics of soil. Paper presented at the 2nd South-East Asian Conference on Soil Engineering, Singapore.
2. A Method of Estimating the California Bearing Ratio of Cohesive Soils from Plasticity Data
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