Abstract
Block type quay walls are widely used as port structures in the world. In this study three types of vertical block type quay walls with different block size exposed to seismic loading were investigated experimentally. The block ratios of Type I, Type II and III vertical wall models are B/h=2, 1.5 and 1.5 & H/h=6, 6 and 3, respectively. The tests were conducted in the shaking tank with different harmonic seismic loadings and the behaviors of these walls were investigated comparatively.
Keywords
Block (permutation group theory)
Type (biology)
Geology
Geotechnical engineering
Structural engineering
Engineering
Mathematics
Geometry
Subject Areas
Fluid Dynamics Simulations and Interactions
·Computational Mechanics ·Physical Sciences
Geotechnical Engineering and Soil Mechanics
·Civil and Structural Engineering ·Physical Sciences
Geotechnical Engineering and Underground Structures
·Civil and Structural Engineering ·Physical Sciences
Citations by Year
2025: 1
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