Zhang X.,Dalian Earthquake Bureau |
Li X.,China Earthquake Administration |
Li Y.,Dalian Earthquake Bureau |
Zhang Y.,Dalian Earthquake Bureau |
And 2 more authors.
World Information on Earthquake Engineering | Year: 2013
The influence of different project sites formed by marine reclamation land with broken stone, plain fill and broken stone-containing plain fill on design seismic ground motion parameters was analyzed quantitatively and comparatively. The study shows that the difference of the design seismic ground motion parameters is more obvious for the marine reclamation lands with different filled soils. The results would give some references to understanding which kind of filled soils is better and what degree is the influence of marine reclamation land with different filled soils on the seismic fortification of construction engineering.