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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. -
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). -
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 -
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’). -
Numerical modelling of theelectrokinetic remediation ofheavy metal…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR292.pdf17 Aug 2001: for constant coefficients. The predictor equation advances from time tj to time tj+% with an. ... jl = Xi A( Xj)At B( Xj)Z&i (31). where Xi+, is the position at time tj+, , Xj that at time tj, A(X) is a deterministic forcing -
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. -
A STUDY OF CONTAMINANT TRANSPORTINVOLVING DENSITY DRIVEN FLOW AND ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR268.pdf22 Aug 2001: a) 10.5I I. I I. 20 -&&TJ. IS -. 19 -. S-. e , I I I0 20 4e 60. b) 30 years.I I -I I. -
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). -
TOWER CONSTRUCTIONON LAYERED GROUND Data of beam centrifuge tests ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR261.pdf29 Aug 2001: 3. :/. I II. I. ::I. Ia:,!tj-. Ii0 lb0 t o o 2. - -
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.
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