Seismic performance assessment of a pile-supported wharf retrofitted with different slope strengthening strategies

Pile-supported wharves may be subjected to severe damage during major earthquakes. As such, efficient strategies for retrofitting wharf systems are needed. In this study, we investigate the seismic performance of a pile-supported wharf retrofitted by the following three conventional slope strengthen...

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Veröffentlicht in:	Soil dynamics and earthquake engineering (1984) 2020-02, Vol.129, p.105903, Article 105903
Hauptverfasser:	Su, Lei, Wan, Hua-Ping, Luo, Yaozhi, Dong, You, Niu, Fujun, Lu, Jinchi, Ling, Xian-Zhang, Elgamal, Ahmed, Arulmoli, Arul K.
Format:	Artikel
Sprache:	eng
Schlagworte:	Cement Earthquake damage Earthquakes Fragility Fragility analysis Performance assessment Pile driving Pile-supported wharf Retrofit Retrofitting Seismic activity Seismic hazard Seismic performance Seismic response Seismic surveys Sheet piles Slope improvement Slopes Soil cement Soil improvement Soil mixtures Soil-pile interaction Soils Underwater Wharves
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