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2009-TPC-615 Matthew Kuo
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/193.pdf3 Aug 2011: two species of burrowing invertebrates can individually increase the. undrained shear strength of clay by about 1kPa after 24 hours. -
254_2006_603_52_8-web 1595..160
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/179.pdf3 Aug 2011: J. Lynch Æ M. D. Bolton ÆR. N. Taylor. Received: 18 September 2006 / Accepted: 28 November 2006 / Published online: 24 January 2007 Springer-Verlag 2007. ... for example in ethyl alcohol the double layer is re-. duced by a factor of (24.3/80)0.5 or -
Burgoynefinal2
www-civ.eng.cam.ac.uk/cjb/papers/cp91.pdf8 Apr 2011: Careful choice of temperature step and step duration allow the test to be completed in about 24 hours. ... van Leeuwen J. and Siemes A.J.M. (1979). Miner's rule with respect to plain concrete, Heron, 24(1),1–34 Yamaguchi, T., Kato Y., Nishimura T. -
Cam Middleton: Publications
www-civ.eng.cam.ac.uk/struct/crm/publications.html27 May 2011: In Proceedings of the Annual International fib Symposium Concrete : 21st Century Superhero, Building a sustainable future, held in London, 22-24 June 2009. ... 1997. Middleton, C.R. Concrete bridge assessment: an alternative approach. The Structural -
Chris Burgoyne Publications Page
www-civ.eng.cam.ac.uk/cjb/cjbpublications.html4 Oct 2011: theory. Journ. Solids & Structures, 32/24, 3573-3588, 1995. Lees J.M., Gruffydd-Jones B. ... of Bone and Mineral Research, 24/11, 1808-1818, 2009. doi: 10.1359/JBMR.090504. -
Compaction bands simulated in Discrete Element Models
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/194.pdf2 Aug 2011: 1 0:4080:433 0:408 24 (3). Substituting into Eq. (3) the porosity values calculated from oursimulations at strains close to the initiation of the crushing front(3zz 0.048) -
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www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/201.pdf2 Aug 2011: Soils Found. 24, No. 2, 1 – 15. Rowe, P. W. -
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www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/208.pdf2 Aug 2011: 04 12 24. Fig. 9. Comparison between load – settlement response withload – relative settlement response of a footing on sand at 1gwith o 10 kPa. ... Footing : particle size ratios between 24 and 1183,and container : footing diameter ratios between -
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www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/191.pdf2 Aug 2011: grain sizes (D50 0.28 mm and2.24 mm) at two different relative densities ID of 30% and90%. ... tanc. e,N. γRelative. dilatancy, IR0404–1212–2020–2828–3636. IR 4. IR 32. IR 24. -
Department of Engineering - Bridge Research Group - Publications
www-civ.eng.cam.ac.uk/brg/publications.html22 Dec 2011: In Proceedings of the Annual International fib Symposium Concrete : 21st Century Superhero, Building a sustainable future, held in London, 22-24 June 2009. ... In Foundations: proceedings of the second British Geotechnical Association international
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