Liquefiable Concrete Tunnel–Sand–Pile Interaction Response Under Seismic Excitations-Reference-Cited by-同舟云学术

Liquefiable Concrete Tunnel–Sand–Pile Interaction Response Under Seismic Excitations

Published:2023-07-28 Issue: Volume: Page:
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Haque Md. Foisal^ORCID,Ansary Mehedi Ahmed

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

https://link.springer.com/content/pdf/10.1007/s10706-023-02580-9.pdf

Reference29 articles.

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2. Bao X et al (2017) Numerical analysis on the seismic behavior of a large metro subway tunnel in liquefiable ground. Tunn Undergr Space Technol 66:91–106. https://doi.org/10.1016/j.tust.2017.04.005

3. Beaty M, Byrne P (1998) An effective stress model for predicting liquefaction behaviour of sand. Geotech Earthq Eng Soild Dyn ASCE Geotech Spec Pub 75:766–777

4. Beaty M, Byrne P (2011) Ubcsand constitutive model. Itasca UDM website 904aR

5. Bhattacharya S, Madabhushi S, Bolton M (2004) An alternative mechanism of pile failure in liquefiable deposits during earthquakes. Ge´otechnique 54(3):203–213

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