Nonlinear deformation behaviors and a new approach for the classification and prediction of large deformation in tunnel construction stage: a case study

Reasonable evaluation and prediction of squeezing condition to avoid large deformation disaster in tunnels have been an important research issue. In order to accurately and rapidly predict the larg...

[1]  Xiuling Wang,et al.  A state-of-the-art review of sustainable energy based freeze proof technology for cold-region tunnels in China , 2018 .

[2]  Qian Fang,et al.  Mechanical responses of existing tunnel due to new tunnelling below without clearance , 2018, Tunnelling and Underground Space Technology.

[3]  Huang Pei,et al.  Deformation and mechanical model of temporary support sidewall in tunnel cutting partial section , 2017 .

[4]  Ö. Aydan,et al.  The squeezing potential of rocks around tunnels; Theory and prediction , 1993 .

[5]  Yanbin Luo,et al.  Stability analysis of super-large-section tunnel in loess ground considering water infiltration caused by irrigation , 2017, Environmental Earth Sciences.

[6]  Yanbin Luo,et al.  Longitudinal deformation profile of a tunnel in weak rock mass by using the back analysis method , 2018 .

[7]  Yanbin Luo,et al.  Failure Mechanisms and Modes of Tunnels in Monoclinic and Soft-Hard Interbedded Rocks: A Case Study , 2020 .

[8]  Rafael Jimenez,et al.  A linear classifier for probabilistic prediction of squeezing conditions in Himalayan tunnels , 2011 .

[9]  Rajinder Bhasin,et al.  The use of stress-strength relationships in the assessment of tunnel stability , 1996 .

[10]  Xianda Feng,et al.  Predicting tunnel squeezing with incomplete data using Bayesian networks , 2015 .

[11]  Peng-fei Li,et al.  Displacement characteristics of high-speed railway tunnel construction in loess ground by using multi-step excavation method , 2016 .

[12]  Bhawani Singh.  Chapter-12 – Support system in caverns , 1999 .

[13]  Mohammadreza Koopialipoor,et al.  Estimation of Rock Mass Squeezing Potential in Tunnel Route (Case Study: Kerman Water Conveyance Tunnel) , 2018, Geotechnical and Geological Engineering.

[14]  Bhawani Singh,et al.  Correlation between observed support pressure and rock mass quality , 1992 .

[15]  R. Goel,et al.  Tunnelling through the young Himalayas — A case history of the Maneri-Uttarkashi power tunnel , 1995 .

[16]  Huawu He,et al.  Key Techniques for the Construction of High-Speed Railway Large-Section Loess Tunnels , 2018 .

[17]  Wei Wang,et al.  Prediction of Large Deformation Behavior in Tunnels Based on AHP–FUZZY Method and Numerical Simulation Method , 2018, Geotechnical and Geological Engineering.

[18]  Zhihua Feng,et al.  Prediction of Soil Deformation in Tunnelling Using Artificial Neural Networks , 2015, Comput. Intell. Neurosci..

[19]  R. Ajalloeian,et al.  Prediction of Rock Mass Squeezing of T4 Tunnel in Iran , 2017, Geotechnical and Geological Engineering.

[20]  Mahendra Singh,et al.  Critical strain and squeezing of rock mass in tunnels , 2007 .

[21]  Yanbin Luo,et al.  Deformation rule and mechanical characteristics of temporary support in soil tunnel constructed by sequential excavation method , 2017 .

[22]  Evert Hoek,et al.  Big Tunnels in Bad Rock , 2001 .

[23]  R. K. Goel.  Tunnelling through weak and fragile rocks of Himalayas , 2014 .

[24]  S. Sakurai,et al.  LESSONS LEARNED FROM FIELD MEASUREMENTS IN TUNNELLING , 1997 .

[25]  R. K. Goel,et al.  Prediction of tunnel deformation in squeezing grounds , 2013 .

[26]  Faquan Wu,et al.  Large Deformation of Tunnel in Slate-Schistose Rock , 2015 .