Page 287 - Advanced Design Examples of Seismic Retrofit of Structures
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Young’s Underground Level Water Poisson’s Modulus Landslide Liquefaction (m) ratio (MPa) No No <25 0.4 9 0.3 22–35
Cohesion 0.21 0.00
Friction Angle 17 29–35
Characteristics Density (kg/m 3 ) 1750–1850 1900–2200
Site GM,
and Classification (USGS) CL-ML,CL SC,
Soil SM, GC
5.1 m
TABLE Depth, 4.5 4.5to 25.0
