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A Semi-Empirical Approach for Rockfall Prediction Along the Lengpui-Aizawl Highway Mizoram, India

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dc.contributor.author SARDANA S.
dc.contributor.author SINHA R.K.
dc.contributor.author VERMA A.K.
dc.contributor.author JASWAL M.
dc.contributor.author SINGH T.N.
dc.date.accessioned 2023-03-17T04:44:35Z
dc.date.available 2023-03-17T04:44:35Z
dc.date.issued 2022
dc.identifier.citation Geotechnical and Geological Engineering,40(11)5507-5525 en_US
dc.identifier.issn 9603182
dc.identifier.uri https://dx.doi.org/10.1007/s10706-022-02229-z
dc.identifier.uri http://localhost:8080/xmlui/handle/100/38462
dc.description.abstract The lengpui-aizawl highway in the northeastern part of india has witnessed several rockfall events in the past decades. This is the only highway that connects the airport to the city. Considering the importance of the highway, semi-empirical equations were developed to predict the rockfall output parameters such as bounce height, velocity and kinetic energy. The five major input parameters, such as slope height, slope-angle, slope-roughness, block-weight and coefficient of restitution that can affect the rockfall, have been considered for the parametric study. The paper includes detailed site investigation, laboratory investigation and rockfall modelling to estimate the generalised equations based on multivariate linear regression analysis. The site survey includes topographical and geological details of 13 rock slopes along the lengpui-aizawl highway. The coefficient of restitution was estimated in the laboratory using a fabricated rockfall setup. Further, 243 modellings were performed to analyse the data and develop the generalised rockfall equations. These generalised equations will help the field engineers to predict the outcome of the rockfall activity and help design suitable mitigative measures. © 2022, the author(s), under exclusive licence to springer nature switzerland ag. en_US
dc.language.iso English en_US
dc.publisher Springer Science and Business Media Deutschland GmbH en_US
dc.subject AIZAWL en_US
dc.subject BOUNCE HEIGHT en_US
dc.subject DESIGN OF EXPERIMENT en_US
dc.subject MITIGATIVE MEASURES en_US
dc.subject RESTITUTION COEFFICIENT en_US
dc.subject ROCKFALL BARRIER en_US
dc.subject.other Forecasting en_US
dc.subject.other Kinetic energy en_US
dc.subject.other Kinetics en_US
dc.subject.other Regression analysis en_US
dc.subject.other Rock bursts en_US
dc.subject.other Aizawl en_US
dc.subject.other Bounce height en_US
dc.subject.other Coefficient of restitution en_US
dc.subject.other Generalized Equations en_US
dc.subject.other Mitigative measure en_US
dc.subject.other Restitution coefficient en_US
dc.subject.other Rockfall barriers en_US
dc.subject.other Rockfalls en_US
dc.subject.other Semi-empirical approach en_US
dc.subject.other Semiempirical equation en_US
dc.subject.other Design of experiments en_US
dc.subject.other decadal variation en_US
dc.subject.other empirical analysis en_US
dc.subject.other experimental study en_US
dc.subject.other prediction en_US
dc.subject.other rockfall en_US
dc.subject.other slope dynamics en_US
dc.subject.other slope stability en_US
dc.subject.other India en_US
dc.subject.other Mizoram en_US
dc.title A Semi-Empirical Approach for Rockfall Prediction Along the Lengpui-Aizawl Highway Mizoram, India en_US
dc.type Article en_US


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