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1 - 8 of 8 search results for tj KaKaotalk:PC53 |u:www-civ.eng.cam.ac.uk where 0 match all words and 8 match some words.

  1. Results that match 1 of 2 words

  2. A STUDY OF CONTAMINANT TRANSPORTINVOLVING DENSITY DRIVEN FLOW AND ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR268.pdf
    22 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.

  3. E:CURRENT_WORKTENSEGRITY_FORM-FINDINGPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/tensegrity.pdf
    2 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).

  4. SEISMIC MODELLING OF EMBANKMENTSON SAmRATED SOIL DEPOSITS.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR300.pdf
    17 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

  5. Modelling of deformations inDynamic Soil-Structure Interaction…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR277.pdf
    17 Aug 2001: d = (la,)(M, - 77). (7). where TJ is the stress ratio (q/p’).

  6. Original Cam-clay A.N. Schofield* CUED/D=Soils/TR259 (1993) This is…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR259.pdf
    22 Aug 2001: hence B’J” = (h - K)(l - Tj/hQ = ED’. (24).

  7. TOWER CONSTRUCTIONON LAYERED GROUND Data of beam centrifuge tests ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR261.pdf
    29 Aug 2001: 3. :/. I II. I. ::I. Ia:,!tj-. Ii0 lb0 t o o 2. -

  8. A Bench-Scale Test Seriesfor Seabed Soils A.S. FaranskiCUED / ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR304.pdf
    17 Aug 2001: Penetrometer Bearing Pressure, q, (kPa). 1 -d-Tar&l: tJ=G!% Tankl: U=lOO% 1.

  9. Numerical modelling of theelectrokinetic remediation ofheavy metal…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR292.pdf
    17 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

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