A critical review of methods for pile design in seismically liquefiable soils
- 10 June 2008
- journal article
- review article
- Published by Springer Science and Business Media LLC in Bulletin of Earthquake Engineering
- Vol. 6 (3), 407-446
- https://doi.org/10.1007/s10518-008-9068-3
Abstract
No abstract availableKeywords
This publication has 27 references indexed in Scilit:
- A RECONSIDERATION OF THE SAFETY OF PILED BRIDGE FOUNDATIONS IN LIQUEFIABLE SOILSSOILS AND FOUNDATIONS, 2005
- An alternative mechanism of pile failure in liquefiable deposits during earthquakesGéotechnique, 2004
- Single Piles in Lateral Spreads: Field Bending Moment EvaluationJournal of Geotechnical and Geoenvironmental Engineering, 2003
- Pile Response to Lateral Spreads: Centrifuge ModelingJournal of Geotechnical and Geoenvironmental Engineering, 2003
- Piles in liquefiable soils: seismic analysis and design issuesSoil Dynamics and Earthquake Engineering, 2002
- Evaluation of pile foundation response to lateral spreadingSoil Dynamics and Earthquake Engineering, 2002
- Case study of lateral spreading forces on a piled foundationGéotechnique, 2001
- INVESTIGATION AND ANALYSIS OF A PILE FOUNDATION DAMAGED BY LIQUEFACTION DURING THE 1995 HYOGOKEN-NAMBU EARTHQUAKESOILS AND FOUNDATIONS, 1998
- Amplification factors for pilesEngineering Structures, 1993
- Damage to Civil Engineering StructuresSoils and Foundations, 1966