Influence of Creep and Sand Type on the Compression Behavior of Sand–Rubber Composites
Author:
Affiliation:
1. Ph.D. Student, Dept. of Architecture and Civil Engineering, City Univ. of Hong Kong, Hong Kong.
2. Associate Professor, Dept. of Architecture and Civil Engineering, City Univ. of Hong Kong, Hong Kong (corresponding author). ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002491
Reference110 articles.
1. Shaking table study on sand-EPS beads-mixtures using a laminar box
2. Observed Long-Term Performance of Geosynthetic Walls and Implications for Design
3. Analysis of an Image-Based Method to Quantify the Size and Shape of Sand Particles
4. Changes to particle characteristics associated with the compression of sands
5. Small-Strain Shear Modulus and Damping Ratio of Sand-Rubber and Gravel-Rubber Mixtures
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