Analytical solution of Tunnel-Soil-Tunnel (TST) interaction under seismic excitation

Author:

Haque Md. Foisal1

Affiliation:

1. Department of Civil Engineering, Bangladesh University of Engineering and Technology, Dhaka, Bangladesh

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology

Reference34 articles.

1. Abate, G., Corsico, S., and Massimino, M., 2019a. Behaviour of coupled tunnel-soil-aboveground building systems in seismic conditions evaluated by means of parametric analyses. earthquake geotechnical engineering for protection and development of environment and constructions. Proceesings. the 7th International conference on earthquake geotechnical engineering, ICEGE 2019, Code 237349. 17-20 Jan 2019. Rome,985–992.

2. The Role of Shear Wave Velocity and Non-Linearity of Soil in the Seismic Response of a Coupled Tunnel-Soil-Above Ground Building System

3. A review of the effects of tunneling on adjacent piles;Abdullah M.H.;EJGE,2013

4. A numerical study on effect of underground cavities on seismic ground response due to Rayleigh wave propagation

5. Ansary, M. and Haque, M., 2019. Predicting the ground movement above a tunnel in Chittagong coastal area of Bangladesh under seismic loading. 7th ECCOMAS thematic conference on computational methods in structural dynamics and earthquake engineering, 24–26 June 2019, Crete, Greece, Eccomas Proceedia, 4312–4327.

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