Elastoplastic behavior of compacted kaolin under consolidated drained and shearing infiltration conditions

• المؤلفون الرئيسيون: Kim, Yongmin, Rahardjo, Harianto, Thang, Nguyen Cong
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2019
• الموضوعات: Elastoplastic Behavior; Triaxial Test; Engineering::Civil engineering
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/90042; http://hdl.handle.net/10220/49351
• المؤسسة: Nanyang Technological University

This study presents a comprehensive laboratory study to characterize the elastoplastic behavior of compacted kaolin under consolidated drained (CD) and shearing-infiltration (SI) triaxial conditions. The laboratory tests include a soil-water characteristic curve (SWCC), isotropic consolidation (IC),...