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Micromechanical Models for Bending Behavior of Woven Composites
www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2264.pdf17 May 2005: . N. M. =. . A. B. B. D. . ... It is assumed that the laminate is symmetric B = 0,and is subject to pure bending and large curvature κx,i.e. -
Soil-Structure Interaction_ver7
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR334.pdf15 Feb 2005: horizontal loading of a rigid rectangular on the surface since the ratio l/B approaches zero. ... Broms, B.B. (1964) “Lateral Resistance of Piles in Cohesive Soils,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. -
White, D. J. & Bolton, M. D. (2004). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/146_Geotechnique_No54_Is6_375_397.pdf8 Dec 2005: Position relative to pile tip, 2h/B(b). Vol. umet. ric s. trai. ... 18. 200 2 4 6 8 10. Horizontal position relative to pile tip, 2x/B(b).
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