Course:- B.Tech. , Section :- C; System Id : (2012018157); Roll No.:- (120107192); Submitted to: Professor, Mr. Gaurav Goel.
1.Abstract Despite our improvement in recognition , prediction and mitigative measures, Landslides still have social, economic and environmental toll in mountainous regions. This is partly due to the complexity of the processes driving slopes failures and our inadequate knowledge of the underlying mechanisms. ever increasingly, Experts are called upon to analyse and predict the stabilty of the given slope , assessing its risk, potential failure mechanisms, and vilocities, areas endangered, and possible remedial measures.
These Notes includes the field of Slope Stabilty analysis and the purpose such analysis serve in investigation of potential slope failure mechanism. Advancements in and the evolution in computer based analysis techniques are discussed, first with respect to commonly applied conventional methods .The determination of kinemetics for several common modes of failure are presented in addition to the corresponding analytical and limit equilibrium for factors against slope failure.
The main objective of the slope stabilty Analysis has been discussed here.
Slope stabilty analysis before the computer age and now in the compter era has been discussed in detail. There are various softwares/ programmes used for slope stabilty purpose. Concept of Hybrid coupled modelling is being also included.
Numerical modelling methods and their application to rock slope stabilty analysis has been introduced briefly. Yet it must be emphasized that numerical is a tool and not a substitute for critical thinking and judgement. As such, numerical modelling is most effective when by an