By Seiichi Miura, Tatsuya Ishikawa, Nobuyuki Yoshida, Yoshio Hisari, Nagato Abe
Advances in Transportation Geotechnics II bargains 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 foreign convention on Transportation Geotechnics (Hokkaido, Japan, 10-12 September 2012), held below the auspices of the foreign Society of Soil Mechanics and Geotechnical Engineering (ISSMGE), disguise a huge diversity of technical subject matters, together with these addressed by means of the 1st convention held in Nottingham, united kingdom in 2008. Advanc. Read more...
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Additional resources for Advances in Transportation Geotechnics 2
This paper describes experimental work to thicken embankments using mountain sand and examines the results obtained from that work. Embankment thickening is compared in two cases; one using conventional thick-layer construction (t = 60 cm) and the other using mountain sand (t = 120 cm) in order to check limits on roll compacting effects. Results revealed that the same degree of compaction can be obtained to t = 90 cm with mountain sand. Moreover, compression tests and shear tests were made at the dry bulk density for this depth, to confirm the long-term compressibility and shearing characteristics.
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. Gallage & M. Cochrane Faculty of Built Environment and Engineering, Queensland University of Technology, Brisbane, Australia J.
Different software packages have been developed for estimating the response parameters of the pavements. These models are incorporated in several well-known computer programs with different levels of sophistication. The materials can be modeled as linear or nonlinear in these algorithms. The resilient modulus (MR) test is commonly used to measure the modulus parameters of materials. a. k1–k3 model) that relate the modulus to the deviatoric stress, confining pressure or a combination of them. The procedures for conducting MR tests have been under continuous modification.