DocumentCode
2079210
Title
A research of micro-flexibility model of pipe in pipe jacking construction
Author
Ma Yonghong ; Huo Yuxiang ; Xu Jianhua
Author_Institution
Chengdu Univ. of Technol., Chengdu, China
fYear
2011
fDate
16-18 Dec. 2011
Firstpage
2127
Lastpage
2129
Abstract
Starting with the gap between the subsequent pipes and the ground in pipe jacking construction and taking into account the deformation of the subsequent pipes under the combined action of the jacking force, gravity and the ground, this paper constructs the micro- flexibility model of the subsequent pipes, summarizes the flexibility curve equation of the subsequent pipes through stress analysis and modifies the model according to the actual situation. It also analyzes the guiding significance of the model on pipe jacking construction, calculates the impact of flexibility curve model on the jacking force of pipe and the worst place of pipe under stress in the process of pipe jacking based on the flexibility curve equation, and makes a qualitative analysis of the impact of reducing friction through injecting slurry.
Keywords
civil engineering; friction; pipes; stress analysis; deformation; friction reduction; gravity; jacking force; microflexibility curve model; pipe jacking construction; slurry injection; stress analysis; Analytical models; Force; Friction; Mathematical model; Pipelines; Slurries; Soil; Micro-flexibility; Pipe Jacking; Subsequent Pipe; the Worst Place;
fLanguage
English
Publisher
ieee
Conference_Titel
Transportation, Mechanical, and Electrical Engineering (TMEE), 2011 International Conference on
Conference_Location
Changchun
Print_ISBN
978-1-4577-1700-0
Type
conf
DOI
10.1109/TMEE.2011.6199638
Filename
6199638
Link To Document