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Zurich2010_monopile_final
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/198.pdf3 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. -
Author's personal copy Fracture mechanics of plate debonding:…
www-civ.eng.cam.ac.uk/cjb/papers/p70.pdf8 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. -
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.pdf2 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 -
FRPRCS-10-Taher-Burgoyne-Cambridge-Final
www-civ.eng.cam.ac.uk/cjb/papers/cp92.pdf8 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) -
ISFOG2010 Kuo et al v3_13_05_2010
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/206.pdf2 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. -
Compaction bands simulated in Discrete Element Models
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/194.pdf2 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 -
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.pdf2 Aug 2011: 200 6 90010.00 7 435 16 180 37.8 41.3 7 200 11 000. -
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.pdf2 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. -
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.pdf2 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. -
Supporting_excavations_in_clay_-_from_analysis_to_decision-making
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/189.pdf2 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.
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