Abstract
Among the different types of hazards during earthquake, geotechnical hazards are also a
major hazard leads to severe damages. The instability of slope may be naturally occurred
or because of manmade activity. The natural slopes are stable but it may fail due to
geometry, external forces and due to loss of shear strength (Krishna, 2008). The
earthquakes are the long-term problems for stability of slopes mostly in seismically active
zones (Taylor& Burns, 2005). Weathering is also a long term problem for failures in
additional to climate changes and urbanization. As per the study conducted by U.S.G.S
(2000), earthquake induced landslides are the second most destructive among all natural
hazards. These landslides may cause due to earthquake motion or without it, but the
attention for earthquake-induced landslides has been posed much comparatively due to
their severe damages. The slope instability further demonstrated to landslides debris flow,
mud flow, avalanches etc. The landslides are nothing but movement of soil or rock mass,
further disrupted to soil slides, rock slides and rock falls (Dronamraju, 2008). In some
cases landslide during earthquake, leads to fast movement of sliding resulted great
damages, and in some cases it leads to other disasters.
As, India is seismically active the hazards most part of our country is facing problem with
instability of slopes. In the past, India has experienced with several high earthquakes,
which effected human and economy. Especially the northern India is trigged with high
slopes that lead to several damages. The instability in slopes due to earthquake is longterm
problem in the earthquake active zones (Tayler, 2005). Earthquake prone landslides
occurred when the regions are tectonically active. In India the Himalayan region is
tectonically active and the landslide hazards are severe (Lallianthanga, 2012). The
landslides are associated, when the area is combined with steep topography, high
earthquakes zone, and when the soil conditions are critical (Thielen et al., 2005). Sikkim
is facing large number of landslide or slope failure disasters mainly in highways due to
earthquakes and topography (Krishna, 2006).
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In this present study, the earthquake-induced landslides are considered due to their
tremendous hazards causes thousands of landslides simultaneously over large area. The
slopes considered for analysis are from the Sikkim state. Sikkim is located in the eastern
Himalayas with typical geography falls in zone IV as per seismic zonation map of India
(IS 1893:2002). Sikkim is located with very high peaks of mountains with about 8586m
MSL, and located with river valleys. The hills of the state are located with half-schistose
and gneissose rocks, with poor clay soils. As it is having complex origin with very less
flat lands the state is affected with minor to major earthquakes leads to several landslides
in and around the state of Sikkim.
The study results considered for analysis in this thesis are located in Sikkim state. The
finite element modeling analyzed for 5 areas are Mangan, Jorethang, Singtam, Melli and
Mellidara slopes. The stability analysis has been carried out by partially and unsaturated
and for fully saturated conditions. The acceleration time history data is taken from
Gangtok station for dynamic analysis. For every slope, three cases are considered with
different pore pressure conditions. The methodology applied for soil slopes and the
analysis conducted to evaluate factor of safety for all the three cases. Different nodal
points are selected on the slope profile and the displacements are estimated and it is
compared with actual slope conditions. The parametric study of five slopes for all the
three different cases, and the displacement, acceleration and velocity profile graphs are
calculated. And it is observed that under dynamic loading the displacements of slope is
very high in which the slope is sliding down. And it is also revealed from this study that
the areas are prone to slope failure and are in critical state under dynamic loading.