Hyperstatic reaction method for calculations of tunnels with horseshoe-shaped cross-section under the impact of earthquakes-Reference-Cited by-同舟云学术

Hyperstatic reaction method for calculations of tunnels with horseshoe-shaped cross-section under the impact of earthquakes

Published:2020-01 Issue:1 Volume:19 Page:179-188
ISSN:1671-3664
Container-title:Earthquake Engineering and Engineering Vibration
language:en
Short-container-title:Earthq. Eng. Eng. Vib.

Author:

Chi Thanh Nguyen,Alexandr Gospodarikov

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s11803-020-0555-0.pdf

Reference23 articles.

1. Do NA, Dias D, Oreste PP and Djeran-Maigre I (2014), “A New Numerical Approach to the Hyperstatic Reaction Method for Segmental Tunnel Linings,” International Journal for Numerical and Analytical Methods in Geomechanics, 38(15): 1617–1632.

2. Fu J, Liang J and Qin L (2016), “Dynamic Soil-Tunnel Interaction in Layered Half-Space for Incident Plane SH Waves,” Earthquake Engineering and Engineering Vibration, 15(4): 715–727.

3. Gospodarikov A and Thanh NC (2017), “Liquefaction Possibility of Soil Layers During Earthquake in Hanoi,” International Journal of GEOMATE, 13(39): 148–155.

4. Gospodarikov A and Thanh NC (2018a), “The Impact of Earthquakes of Tunnel Linings: A Case Study from the Hanoi Metro System,” International Journal of GEOMATE, 14(41): 151–158.

5. Gospodarikov A and Thanh NC (2018b), “Behaviour of Segmental Tunnel Linings under the Impact of Earthquakes: A Case Study from the Tunnel of Hanoi Metro System,” International Journal of GEOMATE, 15(48): 91–98.

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