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1 - 10 of 15 search results for KaKaoTalk:vb20 200 |u:www-civ.eng.cam.ac.uk where 0 match all words and 15 match some words.

  1. Results that match 1 of 2 words

  2. K:PAPERSSPRINGBACK DESIGNPAPERSDM-PAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1498.pdf
    18 Feb 2002: Analytical 5 5 0.928 1.320 1.225 2.451 1 0.993 1.223 1.225 2.45FE (ν =. 3) 1 1 1.119 1.200 1.253 ... 0 50 100 150 200 250. 0.5. 0.6. 0.7. 0.8. 0.9.

  3. Symmetry and states of self stress intriangulated toroidal frames ...

    www-civ.eng.cam.ac.uk/dsl/publications/torus.pdf
    22 Jan 2002: 12. Tables. joint x y z1 -0.500 0.289 0.7072 0.500 0.289 0.7073 0 -0.577 0.7074 0 1.386 05 1.200 -0.693 ... Symmetry Parameter Value Symmetry Parameter Valuea 0.031b 0.200. Γ0 = A′1 c -0.597 Γ = A.

  4. LATERAL SPREADING OF SLOPES

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR318.pdf
    4 Mar 2002: 10 PPT6672 256 122 5 PPT6675 380 190 50 PPT6679 200 130 20.

  5. MICRO-GEOMECHANICS M.D. Bolton and Y.P. Cheng CUED/D-SOILS/TR323…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR323.pdf
    9 Sep 2002: e 1.2. 1.1. 1.0. 100 200 400 ln p′ kPa. tainly provocative for those who wish to include the progressive crushing of clay agglomerates in their constitutive understanding

  6. A New Technique for Simulation of Collapseof a Tunnel ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR286.pdf
    7 May 2002: G. -10w -20. IsI -30 1. (Contour levels in mm)I. 100 200 400 500. ... Final Profile 1 -200. Figure 3.7 Buckled 0.002” thick tunnel lining (Test PRETUN2).

  7. D:CURRENT_WORKWRINKLES COMPUTATIONSDM_2002_PAPERSDM-PAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1369.pdf
    22 Mar 2002: 0 200 400. 0. 1. 2. 3. x (mm)CrestTroughTransition. (1-5). (6)(7). ... 0.5. 0. 0.5. 0 100 200 300 400. (a) (b). (c) (d).

  8. The measurement of particle size distribution using the Single ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR321.pdf
    20 Aug 2002: reduction in the “D1%” size can be easily identified. 100 200 300 400 500 600 700 800 900 100 00. ... 200 300 400 500. Run B2-B3: Fraction C(same sample repeated). Runs B4-B5: Entire samplefrom runs 2-3 spiked withpart of sample from run 1.

  9. Deployable Tensegrity Structures for Space Applications

    www-civ.eng.cam.ac.uk/dsl/publications/TibertDocThesis.pdf
    30 Jul 2002: TRITA-MEK Technical Report 2002:04 ISSN 0348-467XISRN KTH/MEK/TR--02/04--SE. Deployable Tensegrity Structuresfor Space Applications. Gunnar Tibert. Royal Institute of TechnologyDepartment of Mechanics. Doctoral ThesisStockholm, 2002. Deployable

  10. D:\Papers\Low-cost hinge report\report.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/report.pdf
    12 Jul 2002: 0 40 80 120 160 200-200. 0. 200. 400. 600. 800. ... 18. 0 40 80 120 160 200-200. 0. 200. 400. 600.

  11. 2D NAPL experiments using the CU y-radiation system H. ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR309.pdf
    7 May 2002: 2D NAPL experiments using. the CU y-radiation system. H. Coumoulos, C. Kechavarzi,. K. Soga and T. lIIangasekare. CUEDill-SOILffR309 (Jan. 1999). """'" ,. INTRODUCTION. Under the collaboration between The University of Cambridge and The University of

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