Floor heave failure mechanism of large-section tunnels in sandstone with shale stratum after construction: A case study

Author:

Ma Kaimeng,Zhang Junru,Zhang Jichun,Dai Yi,Zhou Ping

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference31 articles.

1. K. Shimamoto, K. Yashiro, Y. Kojima, et al., Study on the mechanisms of heaving and its countermeasures in mountain tunnels[C], ITA-AITES World Tunnel Congress and 38th General Assembly, Bangkok, 2012, pp. 1–8.

2. Study on floor heave and its countermeasures in mountain tunnels with consideration of the influence of construction;Shimamoto;J. Jpn. Soc. Civil Eng., Ser. F1 (Tunnel Eng.),2013

3. Numerical studies on tunnel floor heave in swelling ground under humid conditions;Tang;Int. J. Rock Mech. Min. Sci.,2012

4. Invert anomalies in operational rock tunnels: Appearance, causes, and countermeasures;Lee;J. Perform. Constr. Facil,2016

5. Grouting of anchors to resist hydrostatic uplift at Burnley Tunnel, Melbourne, Australia;Mothersille;Grout. Deep Mix.,2012

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