DocumentCode
3225610
Title
The research of different convergence models by shallow tunneling
Author
Wei Xinjiang ; Chen Weijun ; Wei Gang ; Zhou Yang
Author_Institution
Coll. of Civil Eng. & Archit., Zhejiang Univ., Hangzhou, China
fYear
2011
fDate
22-24 April 2011
Firstpage
2787
Lastpage
2791
Abstract
Based on the five convergence models for shallow tunneling, the settlement formulas of deep soil for oval convergent model and simplified top model were deduced. The results of five kinds of convergence models were compared by two examples. The results show that: The impact of soil friction angle on the settlement could not take into consideration in the oval convergent model and simplified top model. The settlement calculated by uniform convergence model was less than uneven convergence model. The uniform convergence model was one part of the oval convergence model when their parameters were the same. The oval convergence model could better predict soil settlement. The settlement laws of oval convergence model could be obtained that with the increasing of soil depth, the settlement above tunnel axis increased first and then decreased, and when the distance between soil and tunnel axis increased, the soil settlement would gradually decreased.
Keywords
geotechnical engineering; soil; tunnels; deep soil settlement formula; oval convergence model; oval convergent model; settlement laws; shallow tunneling; simplified top model; soil depth; soil friction angle; tunnel axis; uneven convergence model; uniform convergence model; Civil engineering; Convergence; Educational institutions; Rocks; Soil; Stochastic processes; Tunneling; settlement law; shallow tunneling; simplified model; stochastic medium theory; uniform convergence;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5774729
Filename
5774729
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