1-D compressibility behaviour of cement-lime stabilized soft clays
Author:
Affiliation:
1. Key Laboratory of Geotechnical and Structural Engineering Safety of Hubei Province, School of Civil Engineering, Wuhan University, Wuhan, China
2. Department of Civil and Environmental Engineering, Aalto University, Espoo, Finland
Funder
National Natural Science Foundation of China
CRSRI Open Research Program
CRSRI
Department of Civil Engineering at Aalto University in Finland
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19648189.2018.1440633
Reference26 articles.
1. On yield stresses and the influence of curing stresses on stress paths and strength measured in triaxial testing of stabilized soils
2. One-dimensional consolidation behavior of cement-treated organic soil
3. The influence of structure on the pre-failure behaviour of a natural clay
4. Physicochemical and Engineering Behavior of Cement Treated Clays
5. Consolidation behavior of a soft mud treated with small cement content
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