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11 - 20 of 71 search results for Economics test |u:www-civ.eng.cam.ac.uk where 4 match all words and 67 match some words.

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

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR261.pdf
    29 Aug 2001: from shearvane tests, Hamilton et al (19!31). Assuming identical vertical stresses, overconsolidation. ... of the centrifuge test the fingers came cut of contact with the tower. -.

  3. E:CURRENT_WORKCRTS TECHNOLOGYREPORT.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/TR195.pdf
    5 Apr 2001: Deployment. tests carried out on this structure, with two different packaging schemes have confirmed that. ... only for a limited set of test cases it was possible to achieve full convergence.

  4. 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: This report describes the test methods and presents the results of the tests in all threesoil types tested. ... l the usefulness of results obtained in drained penetrometer tests, which fail to show cleartrends compared with undrained penetrometer test

  5. p96s41.PDF

    www-civ.eng.cam.ac.uk/cjb/papers/p36.pdf
    19 Jan 2001: Adhesive-bonded beamsThe goal of the adhesive-bonded tests was to determine the. ... 9). Experimental methodologyThe AFRP tendons were prepared to suit the particular test se-.

  6. E:CURRENT_WORKCRTS DEMONSTRATORREPORT.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS2001.pdf
    21 Mar 2001: 5 Packaging and Deployment Tests 345.1 Zig-Zag Folding. 365.2 Wrapping. 375.3 Folding Machine. ... Figure 4.7: Hub connection between hub and membrane. Chapter 5. Packaging and Deployment Tests.

  7. mc510401 229..239

    www-civ.eng.cam.ac.uk/cjb/papers/p37.pdf
    9 Nov 2001: Material Test=tendon Dead end Live end f cu: MPa. N b3 N b3. ... presented here. This would suggest that a fairly com-. prehensive test programme would need to be carried.

  8. Migration of aqueous acetoneand KC1 through E-Kaolin: minidrum…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR284.pdf
    17 Aug 2001: The test. procedures roughly followed the same steps reported by Evans et al. ... open. 2. 3 Sequence of operations during test. Test CBLCl was conducted on Wednesday 21st.

  9. report1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR170.pdf
    21 Mar 2001: 293.10 Unstressed rib shape. 31. 4.1 Schematic top view of test article. ... 404.9 Schematic layout of tension test on membrane strip. 434.10 Tension tests on membrane strips.

  10. Centrifuge and Numerical Modelling of Pile and Penetrometer in Sand

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-gui.html
    26 Jun 2001: 26 centrifuge tests, 12 triaxial compression tests, and 12 shear box tests were carried out. ... v. ). Keywords: CPT, pile, centrifuge test, sand, slope test, pull-out test, triaxial test, total stress cell, dimensional analysis, numerical analysis,

  11. Centrifugal modelling of tunnel construction in soft clay

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mair.html
    26 Jun 2001: Tunnel stability in the first test series was well predicted by plasticity theory. ... The test series conducted on model tunnel headings showed the stability to be strongly influenced by the heading geometry.

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