Analytical model for deep tunnel with an adaptive support system in a viscoelastic-burger's rock

Author:

Hu Xiongyu,Gutierrez Marte

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference55 articles.

1. The Meuse/Haute-Marne underground research laboratory: Mechanical behavior of the Callovo-Oxfordian claystone;Armand;Rock Mech Eng,2016

2. Arora K, Gutierrez M, Hedayat A. Physical Modeling of Lined Tunnel in Squeezing Ground Conditions. In: Geo-Congress 2020: Engineering, Monitoring, and Management of Geotechnical Infrastructure. Reston, VA: American Society of Civil Engineers; 2020, February, pp. 335–344.

3. Time-dependent Behavior of the Tunnels in Squeezing Ground: An Experimental Study;Arora;Rock Mech Rock Eng,2021

4. Time-dependent modeling of tunnels in squeezing conditions;Barla;Int J Geomech,2012

5. Billig B, Ebsen B, Gipperich C, Schaab A, Wulff M. DeCo Grout–innovative grout to cope with rock deformations in TBM tunnelling. In: Proceedings of the Underground Space–the 4th Dimension of Metropolises, ITA World Tunnel Congress, Prague, Czech Republic; 2007, May, pp. 5–10.

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