Closed-Form Solution and Reliability Analysis of Deep Tunnel Supported by a Concrete Liner and a Covered Compressible Layer Within the Viscoelastic Burger Rock

Author:

Do Duc-Phi,Vu Minh-Ngoc,Tran Ngoc-Tuyen,Armand Gilles

Publisher

Springer Science and Business Media LLC

Subject

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

Reference54 articles.

1. Armand G, Bumbieler F, Conil N, Cararreto S, de La Vaissière R, Noiret A, Seyedi D, Talandier J, Vu MN, Zghondi J (2016) The Meuse/Haute-Marne underground research Laboratory: Mechanical behavior of the Callovo-Oxfordian claystone. In Rock Mechanics and Engineering Volume 2 (Edited by Xia-Ting Feng).

2. Armand G, Noiret A, Zghondi J, Seyedi DM (2013) Short- and long-term behaviors of drifts in the Callovo-Oxfordian claystone at the Meuse/Haute-Marne underground research laboratory. J Rock Mech Geotech Eng 5(3):221–230

3. Barla G, Debernardi D, Sterpi D (2011) Time-dependent modeling of tunnels in squeezing conditions. Int J Geomech 12(6):697–710

4. Billig B, Ebsen B, Gipperich C, Schaab A, Wulff M (2007) DeCo Grout - Innovative Grout to cope with rock deformations in TBM tunnelling. In Proc ITA World Tunnel Congress - Underground Space - 4th Dimension Metropolises 2:1487–92.

5. Bichon BJ, McFarland JM, Mahadevan S (2011) Efficient surrogate models for reliability analysis of systems with multiple failure modes. Reliab Eng Syst Saf 96:1386–1395

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