TY  - CONF
A1  - Kazmi, D.
A1  - Qasim, S.
A1  - Harahap, I.S.H.
A1  - Baharom, S.
A1  - Masood, A.
A1  - Imran, M.
UR  - https://www.scopus.com/inward/record.uri?eid=2-s2.0-85013498827&doi=10.1051%2fmatecconf%2f20179517009&partnerID=40&md5=04d9ebb547bd077c1c9ea122ae6eb586
VL  - 95
Y1  - 2017///
PB  - EDP Sciences
SN  - 2261236X
N1  - cited By 3; Conference of 3rd International Conference on Mechatronics and Mechanical Engineering, ICMME 2016 ; Conference Date: 21 October 2016 Through 23 October 2016; Conference Code:126345
N2  - Slope stability is one of the focal areas of curiosity to geotechnical designers and also appears logical for the application of probabilistic approaches since the analysis lead to a "probability of failure". Assessment of the existing slopes in relation with risks seems to be more meaningful when concerning with landslides. Probabilistic slope stability analysis (PSSA) is the best option in covering the landslides events. The intent here is to bid a probabilistic framework for quantified risk analysis with human uncertainties. In this regard, Fault Tree Analysis is utilized and for prediction of risk levels, consequences of the failures of the reference landslides have been taken. It is concluded that logics of fault trees is best fit, to clinch additional categories of uncertainty; like human, organizational, and knowledge related. In actual, the approach has been used in bringing together engineering and management performances and personnel, to produce reliability in slope engineering practices. © The Authors, published by EDP Sciences, 2017.
TI  - A Study on Landslide Risk Management by Applying Fault Tree Logics
ID  - scholars8839
KW  - Fault tree analysis; Human resource management; Landslides; Risk analysis; Risk assessment; Risk management; Slope protection; Uncertainty analysis
KW  -  Fault-trees; Geotechnical; Landslide risk managements; Probabilistic approaches; Probabilistic framework; Probability of failure; Slope engineering; Slope stability analysis
KW  -  Slope stability
AV  - none
ER  -