Elasto-plastic analysis method for vertically loaded pile considering pile-soil slip

• المؤلفون الرئيسيون: Yao, Wenjuan, Chen, Shangping, Zhu, Shengqing
• مؤلفون آخرون: School of Mechanical and Aerospace Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2013
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/98807; http://hdl.handle.net/10220/12645

The calculation and analysis of single pile settlement was one of the important geotechnical engineering issues, and many geotechnical engineers and scholars investigated and formed a systematic analysis method. Among the existing methods of analysis methods, the elasticity theory method was relativ...