Unsaturated elasto-plastic constitutive equations for compacted kaolin under consolidated drained and shearing-infiltration conditions

• المؤلفون الرئيسيون: Rahardjo, Harianto, Nguyen, Cong Thang, Kim, Yongmin, Leong, Eng-Choon
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2019
• الموضوعات: Elasto-plastic Constitutive Model; Matric Suction; Engineering::Civil engineering
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/105606; http://hdl.handle.net/10220/50229; http://dx.doi.org/10.1016/j.sandf.2018.02.019
• المؤسسة: Nanyang Technological University

Transient process of water flow changes the equilibrium conditions of an unsaturated soil, resulting in volume change of a soil. The volume change alters the hydraulic properties of the soil and thus influences the transient process of water flow through the soil. There-fore, the interactive process...