Evaluating the response of piles subjected to static and multiple dynamic axial loads
Authors:
- Syed Muhammad Faheem RizviSRSyed Muhammad Faheem Rizvi
- Kuihua WangKWKuihua Wang
- Fazal E. JalalFJFazal E. Jalal
- 12 April 2022
- journal article
- research article
- Published by Elsevier in Structures
- Vol. 40, 187-201
Abstract
No abstract availableKeywords
Funding Information
- Natural Science Foundation of Zhejiang Province (LXZ22E080001)
- National Natural Science Foundation of China (51779217, 52108349, 52178358)
This publication has 44 references indexed in Scilit:
- Static and Dynamic Axial Response of Drilled Piers. II: Numerical SimulationJournal of Geotechnical and Geoenvironmental Engineering, 2011
- Static and Dynamic Axial Response of Drilled Piers. I: Field TestsJournal of Geotechnical and Geoenvironmental Engineering, 2011
- Experimental Modeling of Large Pile Groups in Sloping Ground Subjected to Liquefaction-Induced Lateral Flow: 1-G Shaking Table TestsSoils and Foundations, 2010
- Nonlinear seismic soil–pile–structure interactions: Shaking table tests and FEM analysesSoil Dynamics and Earthquake Engineering, 2009
- Shaking table tests on the lateral response of a pile buried in liquefied sandSoil Dynamics and Earthquake Engineering, 2006
- Behavior of Pile Foundations in Laterally Spreading Ground during Centrifuge TestsJournal of Geotechnical and Geoenvironmental Engineering, 2005
- Interactive behavior of soil–pile-superstructure system in transient state to liquefaction by means of large shake table testsSoil Dynamics and Earthquake Engineering, 2004
- Numerical double integration of acceleration measurements in noiseMeasurement, 2004
- On the Shaft Friction Modelling of Non-Displacement Piles in SandSoils and Foundations, 2002
- Physical modeling in sandCanadian Geotechnical Journal, 1994