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Performance-based assessment of the seismic pseudo-static coefficient used in slope stability analysis
(2020)
Pseudo-static slope stability procedures are often employed to evaluate the seismic performance of geotechnical slope systems, at least in the initial evaluation stages. To yield meaningful results, these methods should ...
Seismically induced rock slope failures resulting from topographic amplification of strong ground motions: The case of Pacoima Canyon California
(ELSEVIER SCIENCE BV, 2005-08)
The 1994 Northridge earthquake (M-w = 6.7) triggered extensive rock slope failures in Pacoima Canyon, immediately north of Los Angeles, California. Pacoima Canyon is a narrow and steep canyon incised in gneissic and granitic ...
Experimental, analytical and theoretical slope stability analysis with different materials and methods
(Universidad Nacional de Colombia, 2010)
Slopes are usually constructed from soil, although natural soil or mixed soil are also in use or have proposed. This paper deals with evaluation of slope stability. It is understood possibility approaching certain level ...
Effect of aparent cohesion from tree roots on the stability of natural slopes of Renaca dunes
(PONTIFICIA UNIV CATOLICA CHILE, ESCUELA CONSTRUCCION CIVIL, 2012)
Several researches have shown that vegetation plays a key roll in preventing displacements of soil masses, particularly of surficial displacement of slopes. Thus, tree roots provide a reinforcement system that depends on ...
Stability analysis using the finite element method of a slope in the Virgen de Fátima Sector of the San Juan de Lurigancho district of Lima, Peru
(Springer Science and Business Media Deutschland GmbH, 2022-01-01)
The geometric alteration of slopes is a reality that can be observed in several districts of the Peruvian capital. The construction of houses, roads, and other infrastructure can produce some slope instability and cause ...