Plane-strain consolidation theory with distributed drainage boundary

• المؤلفون الرئيسيون: Chen, Z., Ni, Pengpeng, Chen, Y., Mei, G.
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2021
• الموضوعات: Engineering::Civil engineering; Average Degree of Consolidation; Boundary Transform Method
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/154259

In practice, the full arrangement of sand blankets overlying soft clays could result in an uneconomic design for soft soil treatment using the surcharge preloading method. In view of this, a novel type of distributed drainage boundary is proposed in this investigation to improve the design. A two-di...