By Seiichi Miura, Tatsuya Ishikawa, Nobuyuki Yoshida, Yoshio Hisari, Nagato Abe
Advances in Transportation Geotechnics II offers with the geotechnics of roads, railways and airfields. delivering financial and sustainable transportation infrastructures for societies is very depending on development made during this box. those contributions to the 2d overseas convention on Transportation Geotechnics (Hokkaido, Japan, 10-12 September 2012), held lower than the auspices of the foreign Society of Soil Mechanics and Geotechnical Engineering (ISSMGE), hide a large diversity of technical themes, together with these addressed by way of the 1st convention held in Nottingham, united kingdom in 2008. Advanc. Read more...
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Extra resources for Advances in Transportation Geotechnics 2
1 shows comparisons of experimental data for the cyclic cumulative strain and model predictions. indb 23 8/1/2012 11:47:51 AM Advances in Transportation Geotechnics II – Miura et al. (eds) 2012 Taylor & Francis Group, London, ISBN 978-0-415-62135-9 Effects of freeze-thawing on mechanical behavior of granular base in cold regions T. Ishikawa Hokkaido University, Sapporo, Japan S. Kawabata & S. Kameyama Hokkaido Institute of Technology, Sapporo, Japan R. Abe Civil Engineering Research Institute for Cold Region, Sapporo, Japan T.
There is a significant increase in flexural stiffness from the modified to stabilised materials. 2. The flexural stiffness values of modified materials (1 to 3% CTB) were considerably low (less than 1,000 MPa) and moderately constant throughout the test. The reduction in stiffness of these materials was not significant. e. it is not the dominant distress mode. Other types of distress mode may limit the performance of modified materials (1 to 3% CTB), therefore further research is required. e. the crack initiation phase.
Validation of the method. in a repeated loading test on a test concrete pavement as shown in Figure 3. Effects of the permanent deformation and the plastic parameters on the stress and deflection of concrete slab were examined. It was found that the plastic parameters affected elastic and permanent deflections significantly and they did slab stress slightly. Also, the plastic parameters of subgrade affected elastic and permanent deflections and those of subbase did slab stress. Incremental calculation method.
Advances in Transportation Geotechnics 2 by Seiichi Miura, Tatsuya Ishikawa, Nobuyuki Yoshida, Yoshio Hisari, Nagato Abe