Three-dimensional limit equilibrium slope stability analysis on real slope failures caused by heavy rain and earthquake

This study presents three-dimensional slope stability analyses that reproduce actual slope failures induced by a heavy rain and an earthquake. Hovland method, which is one of the three-dimensional limit equilibrium methods, is employed to evaluate the stability of slopes over wide area. While forces...

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Veröffentlicht in:	Japanese Geotechnical Journal 2022/06/01, Vol.17(2), pp.159-169
Hauptverfasser:	FUJITA, Saneiki, DOLOJAN, Nilo Lemuel, MORIGUCHI, Shuji, TERADA, Kenjiro, KYOYA, Takashi
Format:	Artikel
Sprache:	eng ; jpn
Schlagworte:	Atmospheric precipitations Cost analysis Dimensional stability Earthquakes Equilibrium methods Failure analysis Failures Heavy rainfall Hovland method large terrain Methods Rain Rainfall Safety factors Seismic activity Seismic stability Slope stability Soil columns Soil stability Stability analysis Three dimensional analysis three-dimensional slope stability analysis
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