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Publications by [Loizias M.]
Total Items found:
Siegel T. C.
,
Chang C. C.
et al.
The design for a major cable-stayed bridge to be constructed in seismically-active Charleston, South Carolina, included rock islands around the main span piers as protection from shipimpact. Considering the seismic potential, a primary concern was the potential ...
Filed under:
Earthquake Engineering -
Seismic Mitigation and Design
Reference:
European Conference of Soil Mechanics and Geotechnical Engineering, Prague, Czech Republic.
Siegel T. C.
,
Camp W. M. III
et al.
The original subgrade conditions generally consisted of loose, liquefiable sands, expected to significantly lose strength during the design earthquake and soft, compressible clays. To mitigate the risk of liquefaction-induced instability and to mitigate the ...
Filed under:
Earthquake Engineering -
Seismic Ground Improvement
Reference:
4th International Conference on Ground Improvement Techniques, Kuala Lumpur, Malaysia, 2002
