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
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;
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
DOI :
10.1109/ICETCE.2011.5775334
