Numerical Analysis of Settlement of Existing Piled-Raft Foundation Due To the Seismic Loading and Its Strengthening with the Partial Ground Improvemen
Numerical Analysis of Settlement of Existing Piled-Raft Foundation Due To the Seismic Loading and Its Strengthening with the Partial Ground Improvemen
Kheradi Hamayoon; Feng Zhang
3rd International Conference on Performance-based Design in Earthquake Geotechnical Engineering (Vancouver 2017)
Soil-structure Interaction
Pile Foundations, Settlements, Ground Improvement, Geotechnical Earthquake Engineering
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