Two‐dimensional effective stress analysis on consolidation of clay under highway embankment and its seismic response after consolidation
Two‐dimensional effective stress analysis on consolidation of clay under highway embankment and its seismic response after consolidation
Osamu Ozutsumi; Tomohiro Nakahara; Susumu Iai
6th International Conference on Earthquake Geotechnical Engineering (Christchurch, New Zealand)
Combined Geotechnical Hazards
Road Embankments, Soil Mechanics, Site Response Analysis, Geotechnical Earthquake Engineering
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