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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. ... plakton (NP), foraminifera (F); and smectite (Sm) and kaolin (Ka). These images show that the location ‘B’ sample -
[doi: 10.1680/geot.2008.58.9.693] 693 Introduction for the 46th…
www-civ.eng.cam.ac.uk/geotech_new/people/mair/Rankine%202006.pdf27 Jan 2009: 698 MAIR. lines representing the lining response, with slope Ka/Eu, areshown with a slope of 20, which is typical for many tunnellinings in stiff clays. ... The tunnel was4.1 m in diameter at a depth of 24 m, and the measurementswere made by means of rod -
A new apparatus for modellingexcavations Sze Yue LamResearch…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/215.pdf28 Nov 2013: Ka coefficient of earth pressure at active failure. state. Ko coefficient of earth pressure at rest. ... ICE Publishing: All rights reserved. 24. However, field measurements remain important as a means of. -
A new design method for retaining walls in clay ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/145_CanGeoJournal_2004_Vol41_No3_451_466.pdf18 Jan 2006: Figure 24 shows different representativeshapes of stress–strain curve for samples extracted from thesame in situ conditions with K0 = 1.0. ... 24. Different shapes of stress–strain curve (K0 = 1.0). Curve A n1 m1 B n2 m2 b2. -
Bolton, M. D. & Powrie, W. (1987). GCorechnique 37, ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/15_Geotechnique_No37_Is3_335_353.pdf6 Jan 2004: tKP -3K’h+’ (h zP)3. Wp - Ka)e’zp 2. 01. (h Q3Cr W, - l)y,'l - (h zJ3y;(K, - K,) _d2 W 24. ... 12.9m. 6.9m. Fig. 24. Idealized sliding wedge, test DWC 07. R S01l reactnon u Water thrust. -
Centrifuge and Analytical Studies of Full HeightBridge Abutment on ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR278.pdf17 Aug 2001: Page 3. Hf. Hr. HP. h. IP. Ka. K,. KP. KR. ... versus depth for EAE3 & 4 in Figs 4.24 dz 4.25 respectively. -
D:\Papers\Folding of composites\Paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Folding_of_composites_Paper.pdf6 May 2004: 5] Seffen KA, Pellegrino S. “Deployment dynamics of tape springs”. Proceedings of the RoyalSociety of London, Part A, 1999;455:1003-1048. -
D:CURRENT_WORKMEMBRANE VIBRATION IN AIRSDM PAPERSDM_PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1368.pdf18 Feb 2002: vertically, away from the membrane.From Equations (9) and (12), for ks > ka p has theexpression. ... For ks > ka Equations (9) and (11) give. p(ξ, t) = p̃eiωteiksξ (29). -
Deployable Tensegrity Structures for Space Applications
www-civ.eng.cam.ac.uk/dsl/publications/TibertDocThesis.pdf30 Jul 2002: K-band 18–27 GHz. Ka-band 27–40 GHz. Millimetre wave band 40–300 GHz. ... Calladine studies a physical model of a tensegritystructure with 12 joints and 24 bars, which should be loose with 6 degrees of freedom,according to Maxwell’s rule; yet, it -
Design & Manufacture of Stiffened Spring-Back Reflector…
www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2048.pdf17 May 2005: chosen to have a stiff-ener width of 0.06R = 24 mm, load angle γ = 7, hingeangle η = 14 and a stiffener thickness of 2 materialplies. ... Mat-sumoto7 has also shown that triaxially woven CFRPcomposites have on the whole, good RF characteristicsfor
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