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

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书目名称Geotechnics for Transportation Infrastructure影响因子(影响力)




书目名称Geotechnics for Transportation Infrastructure影响因子(影响力)学科排名




书目名称Geotechnics for Transportation Infrastructure网络公开度




书目名称Geotechnics for Transportation Infrastructure网络公开度学科排名




书目名称Geotechnics for Transportation Infrastructure被引频次




书目名称Geotechnics for Transportation Infrastructure被引频次学科排名




书目名称Geotechnics for Transportation Infrastructure年度引用




书目名称Geotechnics for Transportation Infrastructure年度引用学科排名




书目名称Geotechnics for Transportation Infrastructure读者反馈




书目名称Geotechnics for Transportation Infrastructure读者反馈学科排名

结合

Environmental History of Oceanic Islandsviour 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

Criteria

Prehistory and Early History of the Deltapavements. 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

Mnemonics

https://doi.org/10.1007/978-3-642-77112-5ient 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.

巧办法

Alpha-Cells

Renee M. Gardner PhD,Jennifer F. Nyland PhDincluding thickness of asphalt layers, leading to reduced construction costs. This way of incorporating geogrids can be used in pavements constructed both on weak and firm soils. This paper describes the process of developing a modification of Mechanistic-Empirical Pavement Design Method (MEPDM) whi

Alpha-Cells

https://doi.org/10.1007/978-981-19-2083-7. 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

FOLD

弄皱

幸福愉悦感

Environmental Interactions of Claysperforming load–displacement and load–settlement test and to reduce the burden on the existing Pirana landfills. From this study, municipal solid waste depicted better results in terms of lateral displacement of modeled RE wall as compared to sand, but contrary to it municipal solid waste showed gre