One-dimensional self-weight consolidation with continuous drainage boundary conditions : solution and application to clay-drain reclamation

• المؤلفون الرئيسيون: Feng, Jianxue, Ni, Pengpeng, Mei, Guoxiong
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2021
• الموضوعات: Engineering::Civil engineering; Analytical Solution; Consolidation
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/151149
• المؤسسة: Nanyang Technological University

Traditional consolidation theories cannot provide good predictions of consolidation settlement in land reclamation because of their assumptions that the influence of soil's self-weight is often neglected, and the drainage boundary is considered as fully pervious/impervious. In view of these lim...