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1 - 10 of 22 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 22 match some words.

  1. Results that match 1 of 2 words

  2. T:ISSUESSPRINGER@35_GM�_4�6@35046.DVI

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/92_Granular_Matter_No2_vol4_179_187.pdf
    8 Dec 2003: value of which was about 20 MPa for the well-gradedsoil and 10 MPa for the uniform soil. ... UnionHungarian Engrs Architects, (1944), p. 355. 20. D. Muir Wood, Soil Behaviour and Critical State SoilMechanics.

  3. E:/Diplomarbeit/Latex/Thesis.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Schultheiss_Diploma_paper.pdf
    12 Nov 2003: 20. 3.11 The Trolley and the Rail. 22. 3.12 Graphical Description of the Basic Restrictions. ... 36. 3.19 Detailed View of Hinge Line H1. 37. vi. 3.20 Experimental Method to Determine the Moment in the Hinge Line: Measuring theDeflection of the Plumb-Bob

  4. p1aper1003.dvi

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/144_Acta_2004_52_(12)_3587-3601.pdf
    15 Oct 2003: 20. References. [1] P. D. Thompson and G. C. Grimwood. Developments with high grade continuous. ... 10. 20. 30. 40. 50. 60. 70. 80. 90. 100. particle size (microns).

  5. How unsafe the JRA (1996) code is

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR328.pdf
    14 Oct 2003: N.H.K building, Hamada (1992a) 0.35m dia RCC 10 20 0.09H NFCH building. ... hence a non-liquefied crust is unlikely to exist. Figure 20 shows the loading diagram based on the.

  6. Enginuity July 2003

    www-civ.eng.cam.ac.uk/dsl/enginuity.pdf
    10 Sep 2003: led to thedevelopment of a high-lift turbine which has upto 20 per cent fewer blades and higherefficiency than previously.

  7. A novel urban foundation system using pressed-in H-piles

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/130_ECSMGE_2003_vol2_425_430.pdf
    30 Aug 2003: 1, 3 and 4 were on piles installed to a depth of 20 m, penetrating 0.9 m into the bearing stratum. ... The load tests were conducted between 14 and 20 days after installation of the piles.

  8. D:\Papers\Foldable composite structures-IASS\Paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/FoldableCompStruc.pdf
    15 Aug 2003: B, C Equal sense Outer 0.00 -1.26, 1.23 -1.20, 1.20Inner 0.00 1.02 -1.33 -1.27, 1.04.

  9. 1 Author’s contact details: R. J. Lock, Graduate Engineer, ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR320.pdf
    22 Jun 2003: minimal drop height and small aperture to create a loose deposit with ID 20 - 35%. ... air temp. (oC). 1 Elgaaly, 1992 Maine Steel frame 50.3 20 -33<T<23.

  10. IStructE 2003 Poster

    www-civ.eng.cam.ac.uk/dsl/ppao2/documents/IStructE_2003_Poster.pdf
    22 May 2003: 221 21 1 22 1. 20 ( ) =. ( ) =. First, we take the above standard catenary equations and expand them in Taylor's Series up to the power of cubic. ... 4 8 12 16 20 24 28 32 36 401.0. 1.1.

  11. April 30, 2003 18:33 Proceedings of OMAE’0322nd International…

    www-civ.eng.cam.ac.uk/dsl/ppao2/documents/OMAE2003-37465.pdf
    22 May 2003: g7 =1. 2wH 20. (. 2 sin φ0 5 sin3 φ0 3 sin5 φ0). ... 20). Further consideration must be given to the location of trun-cation node D.

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