Effects of long duration earthquakes on the interaction of inertial and liquefaction-induced kinematic demands on pile-supported wharves
Author:
Publisher
Elsevier BV
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference57 articles.
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3. Case study of parallel bridges affected by liquefaction and lateral spreading;Turner;J Geotech Geoenviron Eng,2016
4. Seismic failure of an old pier during the 2014 Mw8. 2, Pisagua, Chile earthquake;Morales;Earthq Spectra,2020
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3. Inertial and kinematic demands of isolated pile-supported wharves in liquefiable soils: Centrifuge tests;Soil Dynamics and Earthquake Engineering;2024-03
4. Effects of Soil–Structure Interaction on Performance of Bridges During Earthquakes. Case Study: Integral Abutment Bridge in Pennsylvania, USA;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2023-05-18
5. 3D Modeling of Pile-Supported Wharf Subjected to Liquefaction-Induced Lateral Ground Deformations;Geo-Congress 2023;2023-03-23
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