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Modelling of deformations inDynamic Soil-Structure Interaction…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR277.pdf17 Aug 2001: d = (la,)(M, - 77). (7). where TJ is the stress ratio (q/p’). -
Officers Number, Lent Term 2001: University Officers
https://www.reporter.admin.cam.ac.uk/reporter/2000-01/special/12/i.pdf6 Mar 2001: PA RT IChancellor: H.R.H. The Prince PHILIP, Duke of Edinburgh, TVice-Chancellor: , Prof. Sir Alec BROERS, CHU, . Deputy Vice-Chancellors: for –, A. M. LONSDALE, NH, O. S. O’NEILL, N, Q. R. D. -
mc4604.qxd
https://www2.mrc-lmb.cam.ac.uk/groups/JYL/PDF/current%20opinion%20micro%202001.pdf12 Nov 2001: of special interest•• of outstanding interest. 1. Mitchison TJ: Compare and contrast actin filaments andmicrotubules. ... Annu Rev Cell Dev Biol 1999, 15:63-80. 8. Desai A, Mitchison TJ: Microtubule polymerization dynamics. -
E:CURRENT_WORKTENSEGRITY_FORM-FINDINGPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/tensegrity.pdf2 Apr 2001: Consider a state of self-stress for the structure and let tj be the axial force in a generic cable. ... tj > 0 for j = 1, 2,. , M (33). -
OfficersNoOct01.qk
https://www.reporter.admin.cam.ac.uk/reporter/2001-02/special/04/i.pdf2 Nov 2001: R. MATTHEWS, JNH. P. C. ROBINSON, TJ. H. ROGERS, TS. O. -
� ��������� � ��� ��������������������� ! �" #$ % ...
mi.eng.cam.ac.uk/reports/svr-ftp/westwood_mthesis.pdf22 Nov 2001: $ 88U$ $sR$ 83&)",."3831$/T $ "0$ '8' ;<8=/;#>?I@ <.A;H Y (V ;TJ! ... eF$/G ;TJ 86S$. 4$ Q,."$ 76[vlG"Cd/"fK8!"$ '. _$ /(kk "81]!6p9W$ 1V1"l86S$ '8]. -
Original Cam-clay A.N. Schofield* CUED/D=Soils/TR259 (1993) This is…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR259.pdf22 Aug 2001: hence B’J” = (h - K)(l - Tj/hQ = ED’. (24). -
A Bench-Scale Test Seriesfor Seabed Soils A.S. FaranskiCUED / ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR304.pdf17 Aug 2001: Penetrometer Bearing Pressure, q, (kPa). 1 -d-Tar&l: tJ=G!% Tankl: U=lOO% 1. -
1 Linear Mathematics Lent Term 2002. My purpose here ...
https://www.dpmms.cam.ac.uk/~amwg/Linear2002/Linear.pdf30 Nov 2001: Proposition 1.5.8 row rank(T )=column rank(T). Proof: Let T t be the transpose of T (so (T t)i,j = Tj,i.) Therefore rowrank(T)=column -
SEISMIC MODELLING OF EMBANKMENTSON SAmRATED SOIL DEPOSITS.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR300.pdf17 Aug 2001: Hence the base shaking of form x,,=asin (CIX) at prototype scale is described by x,,,=a/‘N sin[(No)tJ in the model.Differentiating once would give identical velocities for
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