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[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: N 3. N 4N 5. N 6. Slope /Ka Eu. 6. ... 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. -
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). -
The Structural Engineer Journal
www-civ.eng.cam.ac.uk/cjb/papers/p56.pdf6 Jun 2006: ÖúÉE/À?Üaƒ_ endstream endobj 110 0 obj>stream H‰tVKŽë6hî“jJ{æ‡YØ0Èêîªêâ;|O“èèп¥IV4noD'XºãIšhï‹¢KŠHèLß/ÖÊ=HKWeý"éNÚâtR=MF4,Vésüç!Bò”Z5ݤð# z£å•Ñ.ÎK”Kâ}rߥª: ... ý›ìË -
Title: "Press-in Piling: The installation of instrumented steel…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/104_DFP_2001_199_208.pdf6 Oct 2001: Since Ka is typically 0.25-0.3, a driving shoe might be expected to reduce internal shaft friction by a factor of 2-4. ... σ'. τ'. σ’hC = Ka σ’vCKa = (1- sin φ) / (1 sin φ). -
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. -
jbmr0811763 1808..1818
www-civ.eng.cam.ac.uk/cjb/papers/p66.pdf19 Mar 2010: Bone 14(Suppl 1):s51–s56. 53. Dretakis EK, Steriopoulos KA, Kontakis GM, Giaourakis G,Economakis G, Dretakis KE 1998 Cervical hip fractures donot occur in arthrotic joints. -
2009-TPC-615 Matthew Kuo
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/193.pdf3 Aug 2011: plakton (NP), foraminifera (F); and smectite (Sm) and kaolin (Ka). These images show that the location ‘B’ sample contains a significant. -
Design & Manufacture of Stiffened Spring-Back Reflector…
www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2048.pdf17 May 2005: Mat-sumoto7 has also shown that triaxially woven CFRPcomposites have on the whole, good RF characteristicsfor reflectors operating up to Ka-band (30 GHz), withnear zero CTE. -
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. -
1 1PhD student, Cambridge University, Cambridge, UK2MEng student,…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/95_DFI_2000_299_310.pdf6 Oct 2001: σ' hC = Ka σ' vCKa = (1- sin φ) / (1- sin φ). -
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. -
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: 1981), the net passive pressure under the excava-tion level is calculated from the net pressure coefficient(Kp – Ka) divided by a factor Fr (Ka and Kp are Rankineactive and passive -
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. -
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.
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