Analytical solution of Tunnel-Soil-Tunnel (TST) interaction under seismic excitation
Author:
Affiliation:
1. Department of Civil Engineering, Bangladesh University of Engineering and Technology, Dhaka, Bangladesh
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/17486025.2023.2300474
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. PREDICTING THE GROUND MOVEMENT ABOVE A TUNNEL IN CHITTAGONG COASTAL AREA OF BANGLADESH UNDER SEISMIC LOADING
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