Unsaturated soil consolidation theory and laboratory experimental data

• المؤلفون الرئيسيون: Rahardjo, Harianto, Fredlund, Delwyn G.
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2011
• الموضوعات: DRNTU::Engineering::Civil engineering::Geotechnical
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/94512; http://hdl.handle.net/10220/7354

The volume change process of an unsaturated soil was considered as a transient flow problem with water and air flowing simultaneously under an applied stress gradient. laboratory experiments were performed to study the volume change behavior of unsaturated soils. Several compacted kaolin specimens w...