DocumentCode
3238260
Title
Cemented mortar consolidation deformation of shield tail void grouting, part II: consolidation model validation
Author
Yaun Xiaohui ; Han Yuewang
Author_Institution
C. of Civil & Transp. Eng., NCWU Univ., Zhengzhou, China
fYear
2011
fDate
22-24 April 2011
Firstpage
4853
Lastpage
4856
Abstract
Deformation characteristics of the cemented mortar consolidation are a key factor to induce ground movement. In order to evaluate the influence of tail void grouting on ground movement, the consolidation model of cemented mortar was constructed by experimental results. On the basis of finite difference solution, the consolidation model is reasonable by experimental verification.
Keywords
cements (building materials); deformation; finite difference methods; mortar; cemented mortar consolidation deformation; deformation characteristics; finite difference solution; shield tail void grouting; Cities and towns; Computational modeling; Finite difference methods; Mortar; Numerical models; Soil; Tunneling; cemented mortar; consolidation model; finite difference solution; shield tunnel; tail void grouting;
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.2011.5775334
Filename
5775334
Link To Document