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1 - 10 of 39 search results for KaKaoTalk:vb20 200 |u:www-civ.eng.cam.ac.uk where 0 match all words and 39 match some words.

  1. Results that match 1 of 2 words

  2. Self Locking Rolling Hinges

    www-civ.eng.cam.ac.uk/dsl/presentations/SelfLockingRollingHinges.ppt
    5 Jul 2001: Kyy. 200. 31.9. 216. 425. 40. 465. N/mm. Kzz. 9.66. 115.

  3. 1 INTRODUCTION Delayed failure of embankments and cut slopes ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/123_CCM_191_197.pdf
    2 Oct 2001: 180. 200. 220. 240. 260. 280. 5mm. Horizontal distance, mm. only small deformations were observed. ... 120. 140. 160. 180. 200. 220. 240. 260. 280. 10mm. Horizontal distance, mm.

  4. Uniaxial and eccentric compressive behaviour of spirally confined…

    www-civ.eng.cam.ac.uk/cjb/papers/cp53.pdf
    20 Dec 2001: Concrete Specimens The height of the concrete mould was 200 mm and the height of the spiral was 194 mm, so a thin 3 mm concrete cover could be provided at

  5. Study of Pollutant Spillage andElectrokinetic Soil Remediation C.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR302.pdf
    17 Aug 2001: 1300 1.200 1,400. FIGURE 28 MPEK5 - CURRENT PROFILE WITH TIME. ... 0 100 200 300 400. DISTANCE (mm). FIGURE 3 1 FINAL SULPHATE CONCEh-l-RATIONS (CROSS-SECTION THROUGH THE MODEL.ALONG CENTRELINE OF ELECTRODES).

  6. mc510401 229..239

    www-civ.eng.cam.ac.uk/cjb/papers/p37.pdf
    9 Nov 2001: sure). Experimental investigation. The transfer zone of 100 3 200 3 2800 mm concretebeams was investigated (Fig. ... FiBRA. Technora. Steel. 0 50 100 150 200 250 300 350 400 450 500.

  7. report_final.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR192.pdf
    21 Mar 2001: 4.3. Phase III Results 24. 200 N/m. (a) 8 ribs. 200 N/m. ... Phase III Results 26. 200 N/m. (a) Linear Analysis. 200 N/m.

  8. SEISMIC MODELLING OF EMBANKMENTSON SAmRATED SOIL DEPOSITS.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR300.pdf
    17 Aug 2001: y(mm)220200. Before-. 180 Afkr160 - -140. ig ( , , / , , yATntTy; /- 80-240 -200 -160 -120 -80 -40 0 40 80 120 160 200 240 280.

  9. p96s41.PDF

    www-civ.eng.cam.ac.uk/cjb/papers/p36.pdf
    19 Jan 2001: Technora fiber 1.39 Technora 73.0 4.6 3400 100. Steel (high-yield). 7.8 N/A 200 10.0 650 N/A. ... 6). The section sizes (100 x 200 x 2800 mm) and prestresslevels were the same in all cases, but the extent and distributionof the bond between the concrete

  10. report1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR177.pdf
    21 Mar 2001: Shape and Stress Analysis. of Offset CRTS Reflectors. C.Y. Lai and S. Pellegrino. CUED/D-STRUCT/TR177(revised). European Space Agency Contractor Report. The work presented in this report was carried out under an ESA contract. Responsibility for its

  11. THEsMALLsTRAINsTrFFNESsO F A CARBONATE STIFF CLAY C.W.W. Ng, M.D. ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR279.pdf
    17 Aug 2001: p’=200 kPa (at A), (ii) isotropic unloading to p’=lOO kPa at B, (iii) shearing during. ... Fig.6. Stiffness-strain curve for Gault Clay. 800. s6 600. 400. 200.

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