Physical modelling of the interaction between a tunnel and a building in a liquefying ground and its mitigation
Author:
Funder
Horizon 2020
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction
Reference45 articles.
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3. Effect of buried depth and diameter on uplift of underground structures in liquefied soils;Chian;Soil. Dyn. Earthq. Eng.,2012
4. Chian S.C., Madabhushi S.P.G., 2013. Remediation against floatation of underground structures. Proceedings of the Institution of Civil Engineers: Ground Improvement, 166 (3), pp. 155-167.
5. Soil liquefaction- induced uplift of underground structures: physical and numerical modeling;Chian;J. Geotech. Geoenviron. Eng.,2014
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