Closure to “closed-form heave solutions for expansive soils”

• Main Authors: Rao, R. Rama, Rahardjo, Harianto, Fredlund, Delwyn G.
• Other Authors: School of Civil and Environmental Engineering
• Format: Article
• Language: English
• Published: 2011
• Subjects: DRNTU::Engineering::Civil engineering::Geotechnical
• Online Access: https://hdl.handle.net/10356/101352; http://hdl.handle.net/10220/7342
• Institution: Nanyang Technological University

During the past decade, the theory for heave prediction has developed within the context of unsaturated soil behavior and has become a valuable tool for geotechnical practice. The laboratory procedures for testing expansive soils have also been essentially standardized. The heave prediction theory i...