Physical modeling and analysis of site liquefaction subjected to biaxial dynamic excitations
- 23 October 2017
- journal article
- research article
- Published by Springer Nature in Innovative Infrastructure Solutions
- Vol. 3 (1) , 1-15
Abstract
No abstract availableKeywords
This publication has 16 references indexed in Scilit:
- From surface wave inversion to seismic site response prediction: Beyond the 1D approachSoil Dynamics and Earthquake Engineering, 2012
- Site-Response Study of Thessaloniki (Northern Greece) for the 4 July 1978 M 5.1 Aftershock of the June 1978 M 6.5 Sequence Using a 3D Finite-Difference ApproachBulletin of the Seismological Society of America, 2012
- Mechanisms of Seismically Induced Settlement of Buildings with Shallow Foundations on Liquefiable SoilJournal of Geotechnical and Geoenvironmental Engineering, 2010
- Effects of Moment-to-Shear Ratio on Combined Cyclic Load-Displacement Behavior of Shallow Foundations from Centrifuge ExperimentsJournal of Geotechnical and Geoenvironmental Engineering, 2009
- Impact of multidirectional shaking on liquefaction potential of level sand depositsGéotechnique, 2008
- Post-earthquake behaviour of footings employing densification to mitigate liquefactionProceedings of the Institution of Civil Engineers - Ground Improvement, 2007
- Earthquake Ground Motion and Structural Response in Alluvial ValleysJournal of Geotechnical and Geoenvironmental Engineering, 1999
- Seismic Response of Shallow Foundation on Liquefiable SandJournal of Geotechnical and Geoenvironmental Engineering, 1997
- Lotung Downhole Array. II: Evaluation of Soil Nonlinear PropertiesJournal of Geotechnical Engineering, 1995
- Lotung Downhole Array. I: Evaluation of Site Dynamic PropertiesJournal of Geotechnical Engineering, 1995