Study of the long-term behavior of segmented tunnels in cohesive soil based on the circumferential joint opening

Author:

Afshani Alireza,Li Wei,Oka Shigeaki,Itoh Yoshihiro,Akagi Hirokazu

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference36 articles.

1. Addenbrooke, T.I., 1996. Numerical analysis of tunnelling in stiff clay.

2. Lining Load of RC Tunnels in Medium Soft Clay;Afshani,2020

3. 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;Carranza-Torres;Int. J. Rock Mech. Min. Sci.,2009

4. Failure mechanism of joint waterproofing in precast segmental tunnel linings;Gong;Tunn. Undergr. Space Technol.,2019

5. Studies on the key parameters in segmental lining design;Guan;J. Rock Mech. Geotech. Eng.,2015

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