Large-scale triaxial experiments on the static and dynamic behavior of an artificially cemented gravel material
Author:
Affiliation:
1. Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing, P. R. China
2. Ministry of Water Resource, Key Laboratory Failure Mechanism and Safety Control Techniques of Earth-Rock Dams, Nanjing, P. R. China
Funder
National Key Research and Development Program of China
National Natural Science Foundation of China
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19648189.2020.1792350
Reference70 articles.
1. Experimental Investigations on the Residual Strain Behavior of a Rockfill Material Subjected to Dynamic Loading
2. Effect of Cement Type on Shear Behavior of Cemented Calcareous Soil
3. Experimental Study of Drained Creep Behavior of Sand
4. Menq, F. Y. (2003). Dynamic properties of sandy and gravelly soils. [PhD thesis]. University of Texas.
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