题名: |
Numerical Analysis of Settlement of Crushed Stone Grouting Pile With Rigid Roof Bearing Plate Composite Foundation |
正文语种: |
中文 |
作者: |
Hongsheng QIU Jianmei CHEN Mei LI |
作者单位: |
Huazhong University of Science and Technology,Wuhan 430073,Hubei, hina;Wuhan University of Technology,Wuhan 430063,Hubei, hina Wuhan University of Technology,Wuhan 430063,Hubei, hina |
关键词: |
crushed stone grouting pile composite foundation settlement finite element analysis |
摘要: |
Crushed stone grouting pile is a new composite soft-base processing technology that combined the gravel pile with grouting technique.The design theory of controlling deformation is more reasonable than that of controlling bearing capacity during the design of the composite foundation.The transmission pattern of load,the characteristics of settlement and the influence factor of composite foundation borne with crushed stone grouting pile with rigid roof bearing plate were analyzed by FEM program,while the rule and the degree of the effect of these factors-such as capping plate replacement ratio,pile replacement ratio,diffusing zone replacement ratio,pile-soil module ratio and serous-soil module ratio-to the composite foundation settlement were discussed in this paper.The conclusions of great significance in guiding were derived,and it was expected to enriches and improves the theory and technology of settlement of composite foundation |
会议日期: |
20091128 |
会议举办地点: |
成都 |
会议名称: |
高速铁路、线路工程设计理论、施工及养护技术国际学术会议 |
出版日期: |
2009-11-28 |
母体文献: |
高速铁路、线路工程设计理论、施工及养护技术国际学术会议论文集 |