Investigating the Long-Term Settlement of a Tunnel Built over Improved Loessial Foundation Soil Using Jet Grouting Technique

AbstractPostconstruction settlement that occurs before a tunnel is in operation may significantly influence the tunnel’s long-term stability. The current study investigates such a tunnel, a three-l...

[1]  Jianxun Chen,et al.  Investigation Progresses and Applications of Fractional Derivative Model in Geotechnical Engineering , 2016 .

[2]  Shao Sheng-ju.  Engineering properties of collapsible loess tunnel , 2013 .

[3]  Jinxing Lai,et al.  Response characteristics and preventions for seismic subsidence of loess in Northwest China , 2018, Natural Hazards.

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

[5]  Yongli Xie,et al.  Centrifuge modelling of twin-tunnelling induced ground movements in loess strata , 2017, Arabian Journal of Geosciences.

[6]  S. Shen,et al.  Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai , 2014 .

[7]  Sze Hon Yan,et al.  High-speed railway's roadbed consolidation with fracture grouting in collapsible loess area: mechanism and application , 2015 .

[8]  Bo Wang,et al.  Stability of NATM tunnel faces in soft surrounding rocks , 2017 .

[9]  Xianglong Luo,et al.  An Algorithm for Traffic Flow Prediction Based on Improved SARIMA and GA , 2018, KSCE Journal of Civil Engineering.

[10]  J. C. Small,et al.  The analysis of finite elasto-plastic consolidation , 1979 .

[11]  Malcolm D. Bolton,et al.  Soil consolidation associated with grouting during shield tunnelling in soft clayey ground , 2001 .

[12]  Q. Yan,et al.  Dynamic Characteristic and Fatigue Accumulative Damage of a Cross Shield Tunnel Structure under Vibration Load , 2018 .

[13]  Jianxun Chen,et al.  Blasting Vibration Monitoring of Undercrossing Railway Tunnel Using Wireless Sensor Network , 2015, Int. J. Distributed Sens. Networks.

[14]  J. S. Shen,et al.  Simple Method to Predict Ground Displacements Caused by Installing Horizontal Jet-Grouting Columns , 2018 .

[15]  G. Roberts,et al.  Principal Stress Rotation under Bidirectional Simple Shear Loadings , 2018 .

[16]  Xiuling Wang,et al.  The catastrophic landside in Maoxian County, Sichuan, SW China, on June 24, 2017 , 2017, Natural Hazards.

[17]  W. Ma,et al.  Analyses of behavior of stress–strain of frozen Lanzhou loess subjected to K0 consolidation , 2004 .

[18]  J. Lai,et al.  Characteristics of seismic disasters and aseismic measures of tunnels in Wenchuan earthquake , 2017, Environmental Earth Sciences.

[19]  J. Poesen,et al.  Rainfall‐induced consolidation and sealing effects on soil erodibility during concentrated runoff for loess‐derived topsoils , 2008 .

[20]  Wenjing Xue,et al.  Influence of tyre configuration on pavement response and predicted distress , 2015 .

[21]  J. Lai,et al.  Shield-driven induced ground surface and Ming Dynasty city wall settlement of Xi’an metro , 2020 .

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

[23]  Kenichi Soga,et al.  Long-term performance of cast-iron tunnel cross passage in London clay , 2015 .

[24]  M. Biot.  General Theory of Three‐Dimensional Consolidation , 1941 .

[25]  Bojie Fu,et al.  Soil and water conservation on the Loess Plateau in China: review and perspective , 2007 .

[26]  Arul Arulrajah,et al.  A simple approach for characterising tunnel bore conditions based upon pipe-jacking data , 2018 .

[27]  Xiuling Wang,et al.  Extreme deformation characteristics and countermeasures for a tunnel in difficult grounds in southern Shaanxi, China , 2018, Environmental Earth Sciences.

[28]  W. Hansen,et al.  Stress prediction in very early-age concrete subject to restraint under varying temperature histories , 2017 .

[29]  Kaiyun Wang,et al.  Vibration Response Characteristics of the Cross Tunnel Structure , 2016 .

[30]  Peng-fei Li,et al.  Performance of a multi-face tunnel excavated in loess ground based on field monitoring and numerical modeling , 2016, Arabian Journal of Geosciences.

[31]  Z. Shao,et al.  A microcrack growth-based constitutive model for evaluating transient shear properties during brittle creep of rocks , 2018 .

[32]  Shijin Feng,et al.  Field study on the reinforcement of collapsible loess using dynamic compaction , 2015 .

[33]  Qian Zhang,et al.  Fiber Bragg Grating Sensors-Based In Situ Monitoring and Safety Assessment of Loess Tunnel , 2016, J. Sensors.

[34]  J. Lai,et al.  Settlement Analysis of Saturated Tailings Dam Treated by CFG Pile Composite Foundation , 2016 .

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

[36]  Carlos M Carranza-Torres,et al.  Analytical and numerical study of the effect of water pressure on the mechanical response of cylindrical lined tunnels in elastic and elasto-plastic porous media , 2009 .

[37]  S. Shen,et al.  Ground fissures in Xi’an and measures to prevent damage to the Metro tunnel system due to geohazards , 2016, Environmental Earth Sciences.

[38]  Yansui Liu,et al.  GIS-based effect assessment of soil erosion before and after gully land consolidation: A case study of Wangjiagou project region, Loess Plateau , 2015, Chinese Geographical Science.

[39]  G. L. England,et al.  The Theory of One-Dimensional Consolidation of Saturated Clays , 1967 .

[40]  Li Xiao-jie.  Analysis of calculation methods for bearing capacity and settlement of high-pressure chemical churning pile composite foundation , 2004 .

[41]  Zhechao Wang,et al.  Finite element analysis of long-term surface settlement above a shallow tunnel in soft ground , 2012 .