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CUED home page - Dr E. Kebadze
www-civ.eng.cam.ac.uk/dsl/bistable/19 May 2004: Figure 1: Bi-stable tube in (a) extended and (b) rolled up configurations. ... However, we have discovered that shells with some particular residual stress distributions have an infinite number of neutrally stable configurations with different twist -
gt490411 543..552
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/79_Geotechnique_No49_Is4_543_552.pdf5 Jan 2004: Some extra resistance must therefore beanticipated if the B=d50 ratio is to be permitted tofall below about 20. ... viour, depending on the depth ratio Z (Gui &Bolton, 1998). Shallower than some critical ratio( Z 10 in Fig. -
The Role of Micro-Mechanics in Soil Mechanics
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/94_TR313.pdf5 Jan 2004: such as those visualised in Figure 3,covering some small interval of strain. ... Figure 9 A clastic mechanics interpretation of soil compression. O sediment A generic grains B some crushing C first fractal D pre-consolidation E elastic unloading F -
PII: S0168-874X(99)00052-9
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/90_FEAD_vol33_Issue4_227_358.pdf7 Jan 2004: However, the introduction of pore pres-sures as extra unknown primary variables during the "nite element analysis necessitates some extraparameters. ... Although the shape of these graphs might raise some concern, the actual scaleof error is very small -
OTC 16845 Centrifuge Model Tests on Anchor Piles for ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/142_OTC_16845.pdf2 Feb 2004: A plastic hinge was assumed to form in the pile at some depth. ... The results indicate that there was considerable densification at site B, and some densification at site C. -
Bolton, M. D. & Powrie, W. (1988) GLmechnique 38, ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/19_Geotechnique_No38_Is2_167_189.pdf6 Jan 2004: 15(b) is as expected, the undrained path leading to some- what larger strains as it traverses through states of high stress ratio at a reduced mean effective stress. ... In some cases, this assumption could usefully be made without introducing any
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