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1 - 10 of 10 search results for KaKaoTalk:vb20 200 |u:www-civ.eng.cam.ac.uk where 0 match all words and 10 match some words.

  1. Results that match 1 of 2 words

  2. Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Tue, 02…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/208.pdf
    2 Aug 2011: σ0 5 kPa. 10. 25. 50100. 200. Fig. 13. Interpretation of 1g test data by superposing thenormalised theoretical and experimental curves for sand, B14.2 mm. ... σ0 5 kPa. 10. 25. 50. 100. 200. Fig. 14. Interpretation of 1g test data by superposing

  3. Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Thu, 07…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/201.pdf
    2 Aug 2011: p 80 kPa. p 120 kPa. p 160 kPa. p 200 kPa. ... Best fit for 42 kPap. Best fit for80–200 kPap. Fig. 9.

  4. FRPRCS-10-Taher-Burgoyne-Cambridge-Final

    www-civ.eng.cam.ac.uk/cjb/papers/cp92.pdf
    8 Apr 2011: Concrete Young’s modulus 35 GPa (5080 ksi) FRP Young’s modulus 165 GPa (23900 ksi) Steel Young’s modulus 200 GPa (29000 ksi) FRP ultimate strength 2800 MPa (406 ksi)

  5. ISFOG2010 Kuo et al v3_13_05_2010

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/206.pdf
    2 Aug 2011: 0. 0.2. 0.4. 0.6. 0.8. 1. 0 100 200 300wc, LL (%). Dep. th (m. bsf). water contentliquid limits. tion for the presence of crusts.

  6. Supporting_excavations_in_clay_-_from_analysis_to_decision-making

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/189.pdf
    2 Aug 2011: Wall Deflection, w, (m). 0.000.040.080.120.160.200.24. Dep. th (m. ). 0. 10. ... Wall Deflection, w, (m). 0.000.050.100.150.200.25. Dep. th (m. ). 0. 10.

  7. Author's personal copy Fracture mechanics of plate debonding:…

    www-civ.eng.cam.ac.uk/cjb/papers/p70.pdf
    8 Apr 2011: rounded)150 200 200 163 37 308 308 30 31 540 540 1.3 195 167 2.0 11.0. ... crushed)N/A 200 200 152 20 141.8 141.8 20 54.8 540 540 0.45 90 138 2.0 4.8.

  8. Zurich2010_monopile_final

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/198.pdf
    3 Aug 2011: at 200 N, confirming that the centrifuge stop-start cycle had no influence on the results. ... 0 0.2 0.4 0.6 0.8 1-50. 0. 50. 100. 150. 200.

  9. Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Tue, 02…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/191.pdf
    2 Aug 2011: Ł ł in. 300. 250. 200. 150. 100. 50. 0. Y: m. ... 300. 250. 200. 150. 100. 50. 0. Y: m. m. B.

  10. Compaction bands simulated in Discrete Element Models

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/194.pdf
    2 Aug 2011: The first particles to crush in the simulations were the weakestones (Fstrength 160–200 N when scrush is 40 MPa and the grain. ... Therefore the stress corresponding toa mean force of 200–270 N and the onset of the crushing local-isation can be

  11. Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Tue, 02…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/207.pdf
    2 Aug 2011: 200 6 90010.00 7 435 16 180 37.8 41.3 7 200 11 000.

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