Seismic stability analysis and charts of a 3D rock slope in Hoek–Brown media

Earthquakes act as a dominant trigger for failure of slopes in seismic active regions. In this study, a seismic stability analysis of a three-dimensional (3D) rock slope in Hoek–Brown media is conducted based on the limit analysis method. The energy balance equation is derived by equating the extern...

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Veröffentlicht in:	International journal of rock mechanics and mining sciences (Oxford, England : 1997) England : 1997), 2018-12, Vol.112, p.64-76
Hauptverfasser:	Xu, Jingshu, Yang, Xiaoli
Format:	Artikel
Sprache:	eng
Schlagworte:	3-D technology Case studies Charts Dimensional stability Earthquakes Energy balance Energy dissipation Hoek–Brown failure criterion Internal energy Limit analysis Optimization Parametric analysis Plane strain Preliminary designs Rock masses Rocks Seismic activity Seismic analysis Seismic stability Seismology Slope stability Stability analysis Stability charts Strain analysis Three dimensional analysis Three-dimensional slope Two dimensional analysis Weight
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