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1 - 14 of 14 search results for KaKaoTalk:vb20 200 |u:www-civ.eng.cam.ac.uk where 0 match all words and 14 match some words.
  1. Results that match 1 of 2 words

  2. In-Situ Photocatalytic Remediation of Organic Contaminants in…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Lim.html
    22 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.
  3. 021003_GIANNOPOULOS

    www-civ.eng.cam.ac.uk/cjb/papers/cp89.pdf
    26 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).
  4. 27 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.
  5. 021004_GIANNOPOULOS

    www-civ.eng.cam.ac.uk/cjb/papers/cp90.pdf
    26 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
  6. C i V i L e n g I ...

    www-civ.eng.cam.ac.uk/cjb/papers/p62.pdf
    22 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.
  7. 162_full

    www-civ.eng.cam.ac.uk/cjb/papers/cp75.pdf
    26 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).
  8. 22 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
  9. 161_full

    www-civ.eng.cam.ac.uk/cjb/papers/cp73.pdf
    26 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].
  10. 26 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.
  11. 26 Mar 2010: stress of steel are assumed as 200 kN/mm2 and 530 N/mm2 respectively.
  12. 10853_2008_3032_43_22-web 7091..7101

    www-civ.eng.cam.ac.uk/cjb/papers/p64.pdf
    22 Mar 2010: Test-04: In this test, data after 1,200 h were discardeddue to uncertainty about the relative humidity.
  13. 19 Mar 2010: Elevation chart of the Rio-Antirion Bridge. 0 50 100 150 200 250 300 350Time: days. ... ribut. ion. /(). Tt. ii. i. 0 50 100 150 200 250 300 350Time: days.
  14. Bolton_DFI_2010_keynote_lecture_preprint

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/200.pdf
    3 May 2010: a) Prediction by MSD. Measured wmax,m. 0 50 100 150 200. ... Pred. icte. d w. max. ,p. 0. 50. 100. 150. 200.
  15. 10853_2008_2676_43_14-web 4789..4800

    www-civ.eng.cam.ac.uk/cjb/papers/p60.pdf
    22 Mar 2010: Temperature rate (C/min) 5 7.5 1 0.66Temperature range (C) 20–200 -100–360 20–340 5–75Applied stress (MPa) 60–130 50 220 50–1200. ... 0.18 0.110 SIM70-02-01 0.203. 0.15 0.092 SIM70-02-02 0.200. 0.09 0.111 SIM70-03-01 0.188.

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