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26 Mar 2010: 0 500 1000 1500 2000 250020. 22. 24. 26. 28. 30.

22 Mar 2010: G. N. C. Alwis Æ C. J. Burgoyne. Received: 29 December 2006 / Accepted: 24 April 2008 / Published online: 24 May 2008. ... Test number Rupture times in years. SIM50-01-01 24,329. SIM50-01-02 20,434. SIM50-02-01 12,359.

22 Mar 2010: C. Alwis. Received: 29 December 2006 / Accepted: 30 September 2008 / Published online: 24 October 2008.

26 Mar 2010: However, the water in concrete becomes bound as hydration proceeds. Figure 2 shows two images of the same sample; that after 8 hours shows less clarity and after 24 hours the

3 May 2010: 2max. 400. u. u. cgH. HHw ρλγ (24). Normally consolidated clays Let us now estimate the undrained strength at mid-depth of “soft” clay. ... The rate of wall bulging and ground subsidence would then start to exceed the initial predictions of

27 Mar 2010: The method enables creep data for simulated times of several hundred years to be obtained from 24 hour tests.

4 Aug 2010: 24], which relates concrete resistivity to humidity. Thismodification introduces an increase of concrete resistivity nearsaturation. ... are relevant factorsaffecting the ion movement and therefore the corrosion propagation[24,29–31].

22 Mar 2010: Fracture Mechanics of Plate DebondingP. M. M. Achintha1 and C. J. Burgoyne2. Abstract: This paper presents a fracture mechanics model to determine the load at which FRP plates will debond from reinforcedconcrete beams. This will obviate the need for

26 Mar 2010: External prestressing tendons were one of the first applications envisaged for advanced composites [24] and remain the major application for which FRPs are most suitable. ... 24] Burgoyne C.J. and Chambers J.J., “Prestressing with Parafil Tendons”,

26 Mar 2010: The stress steps were chosen to give failure after about 24 hours so that a daily cycle of tests could be performed.