DocumentCode
2458222
Title
Growth-curve characteristic of tunnel wall rock stable deformation
Author
Li, Xianmin ; Wang, Mengshu ; Liang, Yanhui
Author_Institution
Sch. of Civil Eng. of Beijing, Jiaotong Univ., Beijing, China
fYear
2011
fDate
24-26 June 2011
Firstpage
4087
Lastpage
4091
Abstract
Through analysis to the tunnel monitoring measurement data of surrounding rock deformation near the tunnel portal, it is gained that the deformation curve of tunnel ground subsidence, arch crown settlement and perimeter deflection having obvious stage characteristic. At the same time, by nonlinear regression analysis to deformation curve of surrounding rock, it is also gained that the nonliear regression equations of “models of growth” which is fit for the deformation of surrounding rock, all these provide the basis for forcasting the deformation rule and final deformation of surrounding rock and for raising the informative tunnel construction level.
Keywords
construction; nonlinear equations; regression analysis; rocks; tunnels; deformation curve; growth-curve characteristic; nonlinear regression analysis; nonlinear regression equations; tunnel construction; tunnel ground subsidence; tunnel monitoring measurement; tunnel portal; tunnel wall rock stable deformation; Mathematical model; Monitoring; Presses; Rail transportation; Regression analysis; Rocks; Tunneling; deformation of surrounding rock; models of growth; monitoring measurement; nonlinear regression analysis; tunnel portal;
fLanguage
English
Publisher
ieee
Conference_Titel
Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
Conference_Location
Nanjing
Print_ISBN
978-1-4244-9172-8
Type
conf
DOI
10.1109/RSETE.2011.5965218
Filename
5965218
Link To Document