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11 - 19 of 19 search results for katalk:za31 24 / / / / / |u:www-civ.eng.cam.ac.uk where 0 match all words and 19 match some words.

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  2. LATERAL SPREADING OF SLOPES

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR318.pdf
    4 Mar 2002: 4.5 Test SKH-17 The results of test SKH-17 are plotted in Figures 21-24. ... PPT2259. PPT6669. PPT6794. PPT6260. Max= 7.18. Min= 4.92. Max= 64.1. Min= 24.2.

  3. 1 INTRODUCTION 1.1 Jacked piles The axial capacity of ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/124_CCM_2002_347_354.pdf
    7 Jul 2002: 0.65 24 mm 2.4 m 2.1 500 (D50 = 45 µm).

  4. 1 INTRODUCTION The technology for the measurement of positive ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/120_ICPMG_2002_89_94.pdf
    26 Feb 2002: 24:1. König, D., Jessberger, H.L., Bolton, M.D., Phillips, R., Bagge, G., Renzi, R., and Garnier, J.

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

    www-civ.eng.cam.ac.uk/dsl/publications/report.pdf
    12 Jul 2002: 24. 4.4 Equation for ϑ1maxIn this case, the rotations vary approximately in a logarithmic manner. ... X. Z. tape measures. original positions. K zz. 1. Figure 5.24: Definition of extensional stiffness in z-direction.

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

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR321.pdf
    20 Aug 2002: CUED D/SOILS/TR321 White 2002 ________________________________________________________________________________________________________. 24. sample after each addition of fine material revealed that an evolution of a ‘tail’ in the.

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

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR286.pdf
    7 May 2002: The solenoid valves could be operated by a 24 V d.c. ... Page 17. Technical Report No. CUJZD/D&ils/TR286 Sharma & Bolton. 3 028 - EJ Without any surface water26 -24 -. With surface water. 2 1 8E 16z 1 4. 121086420.

  8. TR324

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR324.pdf
    7 Oct 2002: CUED/D-SOILS/TR324 (October 2002) Page-24. Figure 18: Plastic deformation measurements of pile 8 after test SB-04.

  9. 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: 24. experiment. At the time of the second experiment, the de-airing device and all the available.

  10. Deployable Tensegrity Structures for Space Applications

    www-civ.eng.cam.ac.uk/dsl/publications/TibertDocThesis.pdf
    30 Jul 2002: Calladine studies a physical model of a tensegritystructure with 12 joints and 24 bars, which should be loose with 6 degrees of freedom,according to Maxwell’s rule; yet, it is

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