Advances in Civil Engineering / 2018 / Article / Tab 3

Research Article

Seismic Stability Analysis of Saturated and Unsaturated Soil Slopes Using Permanent Displacement

Table 3

Parameters of the earthquake motions.

Seismic waveRecorded locationEarthquake nameMagnitudeEpicentral distance (km)

T1-II-1Foundation of Itajima bridgeHyūganada earthquake (1968)7.5100
El CentroEl CentroEmperor Valley earthquake (1940)7.712
T2-II-1JR Takatori stationKobe (1995)7.216

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