Investigation of key parameters and issues in simulating centrifuge model tests of a sheet-pile wall retaining a liquefiable soil deposit
Author:
Publisher
Elsevier BV
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
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1. Seismic performance of sheet pile walls in liquefiable soil using centrifuge tests and an assessment of nonlinear effective stress analysis using PM4Sand;Soil Dynamics and Earthquake Engineering;2024-08
2. Role of initial static shear on the cyclic response of saturated backfill retained by a sheet-pile wall: Insights from the strain space multiple mechanism model;Soil Dynamics and Earthquake Engineering;2024-04
3. Modeling cyclic liquefaction and system response of a sheet-pile supported liquefiable deposit: Insights from LEAP-2022;Soil Dynamics and Earthquake Engineering;2024-04
4. Dynamic centrifuge modeling to investigate the deformation mechanism of an embedded cantilever retaining wall with submerged backfill conditions;Soil Dynamics and Earthquake Engineering;2024-04
5. Postliquefaction Reconsolidation Settlement of a Soil Deposit Considering Spatially Variable Properties and Ground Motion Variability;Journal of Geotechnical and Geoenvironmental Engineering;2024-03
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