Suction stress effects on stress-dependent resilient modulus of subgrade soils
Author:
Affiliation:
1. Department of Civil & Environmental Engineering, Dankook University, Yongin City, Gyeonggi-do, Korea
2. Graduate School of Engineering, Kobe University, Kobe City, Hyogo, Japan
Funder
National Research Foundation of Korea
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/14680629.2023.2266047
Reference64 articles.
1. Prediction of unsaturated shear strength of an adobe soil from the soil–water characteristic curve
2. Non-linear soil stiffness in routine design
3. Model for prediction of resilient modulus incorporating matric suction for recycled unbound granular materials
4. The principle of effective stress;Bishop A. W.;Teknisk Ukeblad,1959
5. Saturation and its effect on the resilient modulus of a pavement formation material
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