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The use of MRI to observe fractures in concrete ...
www-civ.eng.cam.ac.uk/cjb/papers/p50.pdf24 Feb 2005: mentally to be 20 min. Figure 2 shows typical stress–strain curves for con-. ... 0. 10. 20. 30. 40. 50. 60. Str. ess:. N/m. m2. -
Soil-Structure Interaction_ver7
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR334.pdf15 Feb 2005: $$. 20. 20. )/()/(. rBrS. N Eq. 25. Where, $ is the interaction factor of all other piles with a certain pile. ... 25 is equal to. 7/1. 0. 2222. 20. 20. 20. 75.011. -
Thin-Shell Deployable Reflectors with Collapsible Stiffeners: Part I…
www-civ.eng.cam.ac.uk/dsl/publications/Reflectors-with-stiffeners.pdf1 Mar 2005: frequency ratios. Dividing Equation 20 by Equation 16 and simplifying, or alternatively taking directly. ... modes and, while Equation 20 may still be reasonably accurate in predicting the frequency. -
The use of MRI to observe the structure of ...
www-civ.eng.cam.ac.uk/cjb/papers/p49.pdf24 Feb 2005: Cement and Concrete Research,. 2002, 32, No. 7, 1067–1070. 20. Tollner, E. ... Communications in Soil Science and. Plant Analysis, 1991, 22, No. 19/20, 1941–1948. -
TR339
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR339.pdf6 Oct 2005: 10. 0. 10. 20. N. Time(s). TEST IT05. FLIGHT 1. Scales: Model. ... 0. 10. 20. 30. 40. 50. kPa. Time(s). TEST IT05. FLIGHT 1. -
with a viewfor use ast are beingns. A widethat ...
www-civ.eng.cam.ac.uk/cjb/papers/p51.pdf25 Apr 2005: Structural lifetimes are measured in decades. Even theephemeral industrial building will be expected to last for 20 yeand 50 years is a common design lifetime for office buildiBridges are typically designed ... Inverse power-lognormal,3. Arrhenius-Weibull -
TR338
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR338.pdf6 Oct 2005: 40 m. m90. mm. 20 m. m. Acc.11. 50 mm. Load cell. ... mm. 20 m. m. Acc.11. 50 mm. Load cell. IT-04 Model. -
Osman, A. S. & Bolton, M. D. (2005). Géotechnique ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/154_Geotechnique_No55_Is6_435_447.pdf8 Dec 2005: It should be borne in mind that, at the characteristicdepth, the peak undrained shear strengths in compression andextension are 20 kPa and 10 kPa respectively (Fig. ... Althoughthere is a larger discrepancy at high bearing pressures(possibly due to -
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: 25 20 15 10 5 0 5. 20 15 10 5 0 5. ... 20. 20. 25. 25. 30. 40. 3040507. 5. 150100. 5. 25.
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