Effect of Material Stiffness Variation on Shakedown Solutions of Soils Under Moving Loads
Author:
Publisher
Springer International Publishing
Link
http://link.springer.com/content/pdf/10.1007/978-3-319-95759-3_6
Reference20 articles.
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2. Brown, S.F., Yu, H.S., Juspi, H., Wang, J.: Validation experiments for lower-bound shakedown theory applied to layered pavement systems. Géotechnique 62(10), 923–932 (2012)
3. Collins, I.F., Cliffe, P.F.: Shakedown in frictional materials under moving surface loads. Int. J. Numer. Anal. Meth. Geomech. 11(4), 409–420 (1987)
4. Hammam, A.H., Eliwa, M.: Comparison between results of dynamic and static moduli of soil determined by different methods. HBRC J. 9(2), 144–149 (2013)
5. Krabbenhøft, K., et al.: Shakedown of a cohesive-frictional half-space subjected to rolling and sliding contact. Int. J. Solids Struct. 44(11–12), 3998–4008 (2007)
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