The angle for setting foot reinforcement bolt based on the failure mode of shallow tunnel in loess

Author:

Zhu H.Y.,Chen J.X.,Luo Y.B.,Li Y.,Shi Z.,Liu W.W.,Wu Y.F.

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference26 articles.

1. Failure mechanisms and modes of tunnels in monoclinic and soft-hard interbedded rocks: a case study;Chen;KSCE J. Civ. Eng.,2020

2. Nonlinear deformation behaviors and a new approach for the classification and prediction of large deformation in tunnel construction stage: a case study;Liu;Eur. J. Environ. Civil Eng.,2020

3. Field test research on elimination of systematic rock bolts in weak rock tunnel;Chen;Rock Soil Mech.,2011

4. Analytical approach for support mechanism of feet-lock pipe combined with steel frame in weak rock tunnels;Chen;KSCE J. Civ. Eng.,2016

5. Vertical load and settlement at the foot of steel rib with the support of feet-lock pipe in soft ground tunnel;Chen;Adv. Civil Eng.,2019

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