题名: |
RESEARCH ON MECHANICAL BEHAVIOR OF SEGMENT JOINT OF LARGE SECTION SHIELD TUNNEL |
正文语种: |
中文 |
作者: |
Yulin ZOU Chuan HE Kun FENG Songlin XIA |
作者单位: |
epartment of Underground Engineering,Southwest Jiaotong University, hengdu 610031,Sichuan, hina |
关键词: |
segment joint typical strip method FEM comparative study mechanical behavior |
摘要: |
Based on the idea of typical strip method in higher concrete structure design,the joint detail structure of the concrete liner is solved by demixing firstly and then synthesizing.Meanwhile,the mechanical behavior of segment joint of shield tunnel is studied comparatively with the contact mechanics model of 3D FEM.It has been concluded that the typical strip method is a feasible method to calculate joint.Finite element method is proposed to be a major means of analysis,fitted and complemented with strip method.The flexural rigidity value range of segment joint of Shiziyang shield tunnel is probable 2.6 × 105 kN · m/Rad ~ 10 × 105 kN · m/Rad. |
会议日期: |
20090916 |
会议举办地点: |
成都 |
会议名称: |
第五届中日盾构隧道技术交流会 |
出版日期: |
2009-09-16 |
母体文献: |
第五届中日盾构隧道技术交流会论文集 |