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Titlebook: IAEG/AEG Annual Meeting Proceedings, San Francisco, California, 2018 - Volume 1; Slope Stability: Cas Abdul Shakoor,Kerry Cato Conference p

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Reinforced Slope Stability Analysis—Application to a Highway in Algeriaprogram in two-dimensional problems, i.e. computation of the factors of safety (FOS) and location of the critical slide surface and simulated the various stages of execution of work and the situations for the structural design.
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Rockfall Hazard Assessment at the World Heritage Site of Giant’s Castle Reserve, Drakensberg, South ocities were estimated, based on rockfall analysis. A pseudo 3D rockfall analysis based on the shadow angle principle was applied to account for the lateral disperse of the falling blocks. The outcome of the rockfall analysis revealed that Giant’s Castle Main Camp is susceptible to rockfall hazard.
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Failure Mechanisms of the Lotus Pond Landslide: A Reactivated Landslide from Large-Scale Cataclinal he longitudinal profile. The toes of the later slides thrust and overlie the heads of the early slides on circular rupture surfaces. However, the successive slides exhibit different failure mechanisms, namely, buckling, planar slide, and “toe-break” mechanisms.
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Geomechanical Behavior Changes of Bunter Sandstone and Borehole Cement Due to scCO2 Injection Effecteated and treated samples. First, results of the effects of CO. injection are presented through changes in physical and mechanical properties, as well as visual evaluations of the sandstone matrix and pore structure.
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The Behavior of the Highly Weathered and Partially Decomposed Flysch in the Reactivation of Landslid of shear-related tests. All results were cross-examined, and it was concluded that weathered flysch in Western Greece is a landslide-prone material with small amounts of clay minerals, and its sliding behavior is mainly controlled by the rising of the water table and the tectonic activity.
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E. Bergillos,J. Garrido,J. Ordóñez,J. Delgado,J. M. Bueno
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