PSEUDO STATIC SLOPE STABILITY ANALYSIS (20150237)
Authors :
PROF.CHAVAN ASHWINI GURUDEO
, PROF.MUDGUNDI RAJANI.DIGAMBAR
Abstracts : Earth embankments are required for railways,
roadways, earth dams, leeves and river training works.
Stability of these embankments or slopes needs to be
thoroughly analysed. Their failure occurs in every
conceivable manner, slowly or suddenly and with or
without any apparent provocation leading to loss of
life as well as colossal economic loss. Failure of slope
takes place due to action of gravitational forces and
seepage forces within the soil. In this paper, it has been
proposed to analyze stability of slope considering
static and dynamic forces. However to reduce the
complexity in dynamic analysis, seismic forces are
converted into their equivalent static forces called as
Pseudo static forces. Hence the analysis is called
Pseudo static slope stability analysis. An attempt is
made to study behavior of slope considering various
parametric and material property variations for static
as well as Pseudo static forces. A computer program
was developed to validate manual calculations and
facilitate calculation work. Variation of Factor of safety
with respect to static forces and pseudo static forces
has been studied considering various parameters.
Conclusion has been drawn based on results obtained
Pages : 80-83
Downloads : 129
Publication Date : 2017-03-16
Modified Date : 2018-01-18
Cite/Export
PROF.CHAVAN ASHWINI GURUDEO ,
PROF.MUDGUNDI RAJANI.DIGAMBAR ,
"PSEUDO STATIC SLOPE STABILITY ANALYSIS", JournalNX - A Multidisciplinary Peer Reviewed Journal, NITET2017, ISSN : 2581-4230, Page No. 80-83