Permanent deformation characteristics of silty sand subgrades from multistage RLT tests
Author:
Publisher
Informa UK Limited
Subject
Mechanics of Materials,Civil and Structural Engineering
Link
http://www.tandfonline.com/doi/pdf/10.1080/10298436.2015.1065991
Reference20 articles.
1. Evaluation of permanent deformation models for unbound granular materials using accelerated pavement tests
2. Resilient Modulus for Unsaturated Unbound Materials
3. CEN-European Committee for Standardization, 2004. Cyclic Load Triaxial Test for Unbound Mixtures. Brussels: European Standard, EN. 13286–13287.
4. Evaluation of Permanent Deformation Characteristics of Unbound Granular Materials by Means of Multistage Repeated-Load Triaxial Tests
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