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In-Situ Photocatalytic Remediation of Organic Contaminants in…
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Lim.html22 Jun 2010: A sand tank was designed for the simulation of the clean up of an MTBE plume from a point source leakage using the 200 mm i.d. -
021003_GIANNOPOULOS
www-civ.eng.cam.ac.uk/cjb/papers/cp89.pdf26 Mar 2010: 5. available on the metal plates A and B (Fig. 4) which allowed no slip; the length AB was set to 200 mm. ... This process is repeated for various load levels (50, 100, 150, 200, 250 and 300 N). -
Uniaxial and eccentric compressive behaviour of spirally confined…
www-civ.eng.cam.ac.uk/cjb/papers/cp69.pdf27 Mar 2010: At 200 kN, while the loading was maintained, a loud sound was heard. ... For the 200 kN load cycle, significant cracks developed so the tendon force increased. -
021004_GIANNOPOULOS
www-civ.eng.cam.ac.uk/cjb/papers/cp90.pdf26 Mar 2010: The mechanical strain gauge consisted of two strips of spring steel, spot welded to two small metal plates forming a 200 mm diameter ring. ... To check the viscoelasticity of Kevlar 49, creep compliance φ(t) values are calculated for each test at -
C i V i L e n g I ...
www-civ.eng.cam.ac.uk/cjb/papers/p62.pdf22 Mar 2010: What do you think?If you would like to comment on this paper, please email up to 200 words to the editor at journals@ice.org.uk. -
162_full
www-civ.eng.cam.ac.uk/cjb/papers/cp75.pdf26 Mar 2010: Results are shown for steel with yield strengths of 250 and 500 MPa (Young’s modulus 200 GPa and cross sectional area 5.3 mm2). -
Fracture Mechanics of Plate DebondingP. M. M. Achintha1 and ...
www-civ.eng.cam.ac.uk/cjb/papers/p59.pdf22 Mar 2010: areassumed to be 35 and 3.7 N / mm2 and the Young’s modulus andthe yield stress of steel are taken as 200 kN / mm2 and530 N / mm2, respectively. ... Midspan Debonding. Fig. 11a shows GR for a fracture propagating from an internalcrack, one end of which -
161_full
www-civ.eng.cam.ac.uk/cjb/papers/cp73.pdf26 Mar 2010: A spatial resolution of about 200 μm would allow the observation of fractures [13,14], although study of the pores within the matrix would require a higher resolution [13]. -
FRPRCS-8 University of Patras, Patras, Greece, July 16-18, 2007 ...
www-civ.eng.cam.ac.uk/cjb/papers/cp74.pdf26 Mar 2010: 0.3. 0.4. 0.5. 0.6. 0.7. 0.8. 0.9. 1. 0 50 100 150 200 250. ... 27] Wallbank, E. J., The Performance of Concrete Bridges: A Survey of 200 Highway Bridges, HSMO, London, Department of Transport, UK – G. -
FRPRCS-8 University of Patras, Patras, Greece, July 16-18, 2007 ...
www-civ.eng.cam.ac.uk/cjb/papers/cp76.pdf26 Mar 2010: stress of steel are assumed as 200 kN/mm2 and 530 N/mm2 respectively.
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