Identifying the optimal intensity measure and key factors of earthquake liquefaction-induced uplift of underground structures
Author:
Funder
Hubei Provincial Department of Education
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-022-03057-4.pdf
Reference56 articles.
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2. Anderson JC, Bertero VV (1987) Uncertainties in establishing design earthquakes. J Struct Eng 113(8):1709–1724. https://doi.org/10.1061/(ASCE)0733-9445(1987)113:8(1709)
3. Ansari A, Rao KS, Jain AK (2022a) Damage analysis of seismic response of shallow tunnels in Jammu. Recent Developments in Sustainable Infrastructure (ICRDSI-2020)—GEO-TRA-ENV-WRM 343–352. https://doi.org/10.1007/978-981-16-5601-9_29
4. Ansari A, Rao KS, Jain AK (2022b) Damage analysis of seismic response of shallow tunnels in Jammu. Recent Developments in Sustainable Infrastructure (ICRDSI-2020)—GEO-TRA-ENV-WRM 611–639. https://doi.org/10.1007/978-981-16-7509-6_47
5. Ansari A, Zahoor F, Rao KS, Jain AK (2022c) Seismic hazard assessment studies based on deterministic and probabilistic approaches for the Jammu region. NW Himalayas Arab J Geosci 9(3):1–9. https://doi.org/10.1007/s12517-022-10330-z
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