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2009-TPC-615 Matthew Kuo
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/193.pdf3 Aug 2011: two species of burrowing invertebrates can individually increase the. undrained shear strength of clay by about 1kPa after 24 hours. -
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: Fraction A LB sand Fig. 3a hasa D50 of 2.24 mm. ... CD CL FD FL. 2.24 2.24 0.28 0.28. 87 1,532 1,551 1,386. -
Flat boundaries and their effect on sand testing
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/204.pdf3 Aug 2011: Anal. Meth. Geomech. 2010; 34:821–837Published online 24 September 2009 in Wiley InterScience (www.interscience.wiley.com). ... εyy εzz εxy εxz εyz. Whole sample (best-fit) 0.15 0.10 0.72 0.02 0.02 0.051st slice from bottom 0.24 0.08 7.31 -
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: grain sizes (D50 0.28 mm and2.24 mm) at two different relative densities ID of 30% and90%. ... tanc. e,N. γRelative. dilatancy, IR0404–1212–2020–2828–3636. IR 4. IR 32. IR 24. -
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: Soils Found. 24, No. 2, 1 – 15. Rowe, P. W. -
Compaction bands simulated in Discrete Element Models
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/194.pdf2 Aug 2011: 1 0:4080:433 0:408 24 (3). Substituting into Eq. (3) the porosity values calculated from oursimulations at strains close to the initiation of the crushing front(3zz 0.048) -
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.
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