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Bower, Thomas; Jefferson, Anthony Duncan; Cleall, Peter; Lyons, Paul
Languages: English
Types: Unknown
Subjects: TA
  • The results below are discovered through our pilot algorithms. Let us know how we are doing!

    • [1] Z. P. Baz˘ant and B. H Oh. Efficient numerical integration on the surface of a sphere. ZAMM - Journal of Applied Mathematics and Mechanics, 66(1), 37-49, 1986.
    • [2] T. Benz. Small-strain stiffness of soils and its numerical consequences, PhD. Thesis, Univ. Stuttgart, Inst. f. Geotechnik, 2007.
    • [3] S. Chatzopoulos. Soil reinforced with discrete polypropylene fibers, MSc. Thesis, Cardiff University, 2015.
    • [4] N. C. Consoli, P. D. M. Prietto, and L. A. Ulbrich. Influence of fiber and cement addition on behaviour of sandy soil. Journal of Geotechnical and Geoenvironmental Engineering, 124(12), 1211-1214, 1998.
    • [5] H. L. Cox. The elasticity and strength of paper and other fibrous materials. British Journal of Applied Physics, 3, 72-79, 1952.
    • [6] A. Diambra E. Ibraim, D. Muir Wood and A. R. Russel. Fibre-reinforced sands: Experiments and modelling. Geotextiles and geomembranes, 28(3), 238-250, 2010.
    • [7] A. Diambra and E. Ibraim. Fibre-reinforced sand: interaction at the fibre and grain scale. Géotechnique, 65, 296-308, 2015.
    • [8] D. C. Drucker, W. Prager and H. T. Greenberg. Extended limit design theorems for coninuous media, Quarterly of applied mathematics, 1952.
    • [9] E. Ibraim, A. Diambra, A.R. Russel and D. Muir Wood. Assessment of laboratory sample preparation for fibre reinforced sands. Geotextiles and Geomembranes, 34, 69-79, 2012.
    • [10] M. H. Maher, and D. H. Gray. Static response of sands reinforced with randomly distributed fibres. Journal of Geotechnical Engineering, 116(11), 1661-1677, 2012.
    • [11] R. L. Michalowski and J. C˘ ermák. Strength anisotropy of fibre-reinforced sand. Computers and Geotechnics, 29(4), 279-299, 2002.
    • [12] R. L. Michalowski and J. C˘ ermák. Triaxial compression of sand reinforced with fibers. Journal of Geotechnical and Geoenvironmental Engineering, 129(2), 125-136, 2003.
    • [13] T. Schanz, P. A Vermeer and P. G. Bonnier. The hardening soil model: formulation and verification. Beyond 2000 in computational geotechnics, 281-296, 1999.
    • [14] Z. Wang. Fibre reinforced sand: from sample preparation to triaxial tests and orientation investigation, MSc. Thesis, Cardiff University, 2015.
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  • Discovered through pilot similarity algorithms. Send us your feedback.

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