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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: creepstrain rate with time plotted on log-log axes and with aslope m in the range 20.8 to 21; and ultimate creepfailure in triaxial simulations at high deviatoric stressratios. ... 6. 9. 15. 0 05 20 30 45 50. Axial strain, : %. (b). ε1. 10 15 25 35 40. -
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: Key: kN/mp 2. 20. 50. 100. 600. 0 02 04 06 08 10. ... 456. 445. 430. 420. 405. 395. 38007 08 09 10 11 12 13 14 15 16 17 18 19 20 2321 22. -
doi:10.1016/j.jmps.2007.03.003
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/181.pdf2 Aug 2011: 74;m 0:40;s 0:34; A2 20:3; B2 4:67;y 41:6. -
Uplift Mechanisms of Pipes Buried in SandC. Y. Cheuk1; ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/187.pdf2 Aug 2011: Notrend links the ultimate resistance and particle size or soil density.Significant oscillations of up to 20 N were observed postpeak,similar to observations by Trautmann et al. ... average inclination of the distributed shear zone for densesand is about -
Flat boundaries and their effect on sand testing
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/204.pdf3 Aug 2011: 06 0.193rd slice from top 0.57 0.34 0.91 0.03 0.58 0.042nd slice from top 0.61 0.20 10.14 0.17 0.70 ... One should note that there were 591 particles in contact with the bottom wall,and 475 with the top (20% less), but the incidence of extreme values was -
doi:10.1016/j.engstruct.2006.06.027
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/180.pdf2 Aug 2011: Received 15 November 2005; received in revised form 17 April 2006; accepted 16 June 2006Available online 20 September 2006. -
Compaction bands simulated in Discrete Element Models
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/194.pdf2 Aug 2011: 15 show the incremental propagation of thecompaction band 20 events at a time (with the exception of Fig.
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