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ABSTRACT The production of Portland cement (PC) is associated ...
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Fei%20Jin.pdf9 Sep 2014: products and wastes and (ii) new cement formulations based on different chemistry with. -
Frontmatter_2014.01.27_1818
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst%20Haskell%20J.pdf20 May 2014: the 2010-2011 Christchurch, New Zealand earthquakes) in areas where extensive. liquefaction and lateral spreading occurred. -
A fracture-mechanics model for debonding of external fibre reinforced …
www-civ.eng.cam.ac.uk/cjb/papers/cp72.pdf25 Aug 2006: The energy required to create the associated new surfaces depends on interface fracture energy which is first reviewed and methods to determine is also discussed. ... The energy needed to form new surfaces can be calculated when the interface fracture -
frprcs9Final00123
www-civ.eng.cam.ac.uk/cjb/papers/cp84.pdf26 Mar 2010: interface fracture energy required to create the new surfaces GF: If GR GF the crack will extend causing debonding. -
Title: Mass Transfer in Non-Aqueous Phase Liquid Contaminated…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/nikolopoulos_abstract.pdf20 Jul 2009: Existing understandingon NAPL source dissolution was enhanced by the incorporation of rate-limiting effects in these models.A new flow by-pass factor, Fb, was developed to capture permeability contrast effects. -
Proceedings of the 5th International Conference onComputation of…
www-civ.eng.cam.ac.uk/dsl/publications/Gan_Pellegrino_abst.pdf2 Feb 2006: to continue moving along several different paths. 3 Case study. We have analysed the deployment behaviour of several 6-rod linkages, and new insights into the kinematicbehaviour of such structures have -
Burgoynefinal2
www-civ.eng.cam.ac.uk/cjb/papers/cp91.pdf8 Apr 2011: The common design lifetime for bridges is 120 years. It is impossible to conduct tests for these durations before using new materials. ... Crow, E.L. and Shimizu, K. (1988). Lognormal Distributions:Theory and Application, New York: Dekker. -
The lower bound theorem of plasticity cannot be used as a basis for…
www-civ.eng.cam.ac.uk/cjb/concplas/17sebastian.pdf11 Jul 2007: a) Existing approach (b) New Approach. Fig. 1 – Design of Indeterminate Reinforced Concrete Structures. ... The EI distribution corresponding to this factored moment distribution is input to the analysis with the new factored loading and the process is -
SE20 Design Codes Burgoyne :Layout 1
www-civ.eng.cam.ac.uk/cjb/papers/p63.pdf22 Mar 2010: Codes new to the limit state. format are the Eurocodes for timber and geotechnics. ... Achieving unanimity in this area will take time. There is also a question about new developments. -
ACM-186
www-civ.eng.cam.ac.uk/cjb/papers/cp67.pdf20 Jul 2004: Figure 6 shows the additional predicted number of bridges that need repair using steel bars (cases 2 and 3) in comparison to a scenario of corrosion-free new bridges for a ... Fig. 7 Net Present Value of not building new bridges in the US with FRP.
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