Titlebook: Geotechnics for Transportation Infrastructure; Recent Developments, Ravi Sundaram,Jagdish Telangrao Shahu,Vasant Havan Conference proceedin

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Analyses and Design of the Highly Jointed Slopes on the Abutments of the World’s Highest Railway Brijoint characteristics. The slope stabilization measures against wedge failure consist of using passive rock bolts and active prestressed rock anchors. The methodology for the design of these rock bolts and prestressed rock anchors for wedge failures is described briefly. The slopes have been success

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Non-destructive Intrinsic Self-sensing Method for Health Monitoring of Sub- and Superstructuresviour under loading condition is monitored using the sensing ability. The sensing ability of the diagnosing material was evaluated through the electrical conductivity test. The defect identification was done by uniaxial electrical test. The mechanical strength properties were evaluated through the c

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Use of Ground-Penetrating Radar (GPR) as an Effective Tool in Assessing Pavements—A Reviewpavements. Previously, investigations were carried out using visual observation of base course, core extraction, and its examination in the laboratory for which the core is extracted from the rutted section of roads. The methods used conventionally are time consuming, difficult to perform, and also

Introduction

Effects of Stabilization on Engineering Characteristics of Fly Ash as Pavement Subbase Materialient modulus of these mixes was found to be higher than that of conventional granular subbase (GSB). Finite element analyses of a five-layer flexible pavement system are carried out and the service life ratio of FAL and FAC mixes in relation to the conventional GSB layer is evaluated.

Optimum

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Influence of Crack Depth on Performance of Geosynthetic-Reinforced Asphalt Overlays. The performances of reinforced specimens were compared with the unreinforced specimen (CS), and the improvement in fatigue life was estimated. Fatigue test and DIC results indicate that the reinforced specimens improved the fatigue life of overlays, irrespective of crack depth and among them, the

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outer-ear

Jarofix Waste Material in Embankment Constructiontruction. The factor of safety was determined by numerical analysis under different water conditions, viz. partially saturation, steady flow, sudden draw down with, and without seismic factor. Results of variation of factor of safety with height, saturation, and slope are presented. Multiple linear

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