By Seiichi Miura, Tatsuya Ishikawa, Nobuyuki Yoshida, Yoshio Hisari, Nagato Abe
ISBN-10: 0203075455
ISBN-13: 9780203075456
ISBN-10: 0415621356
ISBN-13: 9780415621359
Advances in Transportation Geotechnics II bargains with the geotechnics of roads, railways and airfields. delivering fiscal and sustainable transportation infrastructures for societies is very depending on growth made during this box. those contributions to the second overseas convention on Transportation Geotechnics (Hokkaido, Japan, 10-12 September 2012), held lower than the auspices of the overseas Society of Read more...
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Performance-related tests of recycled aggregates for use in unbound pavement layers. : National Academy Press. , Rathje E. M. & Rauch A. F. 2007. Creep of compacted recycled asphalt pavement. Canadian Geotechnical Journal, 44: 687–697. , Dawson A. & Wellner F. 2001. Permanent Deformation Behavior of Granular Materials and the Shakedown Concept. Journal of the Transportation Research Board; 1757: 75. indb 20 8/1/2012 11:47:50 AM Advances in Transportation Geotechnics II – Miura et al. (eds) 2012 Taylor & Francis Group, London, ISBN 978-0-415-62135-9 Effects of lime content and amelioration period in double lime application on the strength of lime treated expansive sub-grade soils C.
In these tests, we confirmed that the same performance was obtained as in conventional embankment work. CONCLUSIONS In the embankment thickening work using mountain sand from Chiba Prefecture, we first of all succeeded in obtaining the same degree of compaction at t = 90 cm when using a large vibrating roller (350 kN/m2) as with the conventional method. 9 × 10-4) which is the same extent as results estimated from the indoor testing. DYNAMIC OBSERVATION MEASUREMENT RESULTS DURING ONGOING CONSTRUCTION WORK The compressibility during and after embankment thickening work is shown next.
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Advances in Transportation Geotechnics 2 by Seiichi Miura, Tatsuya Ishikawa, Nobuyuki Yoshida, Yoshio Hisari, Nagato Abe
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