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  1. Results that match 2 of 3 words

  2. 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.
  3. Design & Manufacture of Stiffened Spring-Back Reflector…

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2048.pdf
    17 May 2005: Packaging. Displacement controlled static packaging tests werecarried out vertically in an INSTRON testing machine. ... Fig. 14 Localization of deformation in the verticalpackaging test. The finite element simulation results for Config VIII–
  4. Dynamic Response of theEquivalent Shear Beam (ESB) Container S.P.G.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR270.pdf
    22 Aug 2001: The displacement of the model container and the block building models during centrifuge tests. ... S c a l e s : Model. TEST _, FIG.NO.MODEL M G - 1.
  5. Uplift Mechanisms of Pipes Buried in SandC. Y. Cheuk1; ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/187.pdf
    2 Aug 2011: Further details ofthe experimental set-up are described by Cheuk 2005. Test Materials. ... The soil densityvaried by 1.5% ensuring repeatability. Test Program. A series of four tests involving two grain sizes and two relativedensities 30 and 90% was
  6. Take, W. A. & Bolton, M. D. (2011). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/211.pdf
    20 Mar 2012: 12(b). At test waypointD, the patch is considered to be at the origin of the plot ofrelative displacement. ... φ φ mob cs. Overestimated mobilisationof strength. Curved peak strengthenvelope. Overestimation of peak strengthenvelope using tests
  7. 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-.
  8. 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.
  9. Modelling of EmbankmentConstruction on Soft Clay in the Mk ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR303.pdf
    17 Aug 2001: 1 2 NEW SAND POURING TECHNIQUE. 12.1 Introduction12.2 Preliminary tests. 12.2.1 Initial designs12.2.2 Sand base layer12.2.3 Test with spreader apparatus / friction problem. ... Every other aspect of the tests were identical. Severe pockmarking
  10. Proceedings of the Institution of Civil Engineers Geotechnical…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/218.pdf
    28 Nov 2013: test (SPT) data, is shown in Figure 3. The SPT N60 values were. ... However, it. might reasonably be supposed that ML tests would last 3 days.
  11. 700005 1..14

    www-civ.eng.cam.ac.uk/cjb/papers/p61.pdf
    22 Mar 2010: lowest upper bound. He has conducted many tests to. show that, despite being an upper bound, his predic-. ... middle strips’, but these requirements are designed to. prevent early cracking of the slab and are not required.
  12. Osman, A. S. et al. (2007). Géotechnique 57, No. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/183.pdf
    21 Aug 2008: q q. V V. H H. M M. /,. /,. /,. /m. axul. tul. tul. t. Soil triaxial test. V w–. H u–. ... Disconti-nuities in tangent stiffness provide the sternest test forpredictions based on self-similarity, such as by using MSD.
  13. 74913-2 253..262

    www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf
    9 Nov 2001: models32 etc. The code rules are mostly based on a set of tests. ... Would. such a bridge be economic? It is made from a rectangular block.
  14. Summary

    www-civ.eng.cam.ac.uk/cjb/concplas/13jaafar.pdf
    11 Jul 2007: The test program was designed to examine the effectiveness of spirals as lateral reinforcement. ... Fig. 9 shows the shear load test comparison for the cycled and the reference beams.
  15. 26 Mar 2010: But bent pultrusions will never be economic. 4.4 Internal confinement for compression. ... 31] Nelson, W., Accelerating Testing: Statistical Models, Test Data and Data Analysis, 1st edition,.
  16. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/05burgoyne.pdf
    11 Jul 2007: He has conducted many tests to show that, despite being an Upper Bound, his predictions are sufficiently close to the true collapse load that they can be used as the basis ... The values of the moment capacity determined by Collins from material tests
  17. D:\Papers\Vibration wrinkled membranes SDM\SDM_Paper_2003.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Vibration_wrinkled_membranes_SDM.pdf
    14 Feb 2003: Twotypes of vibration tests were carried out: (i) a linearidentification test using slow sine sweep and constantsine excitation, and (ii) a nonlinear identification testusing slow sine sweep excitation. ... A Polytec PSV300scanning laser vibrometer was
  18. 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: Of the seven embedded wall tests, one test was. test using a rough wall. ... consistently, but this test serves to illustrate the detrimental effects of placing poorly.
  19. E:/Diplomarbeit/Latex/Thesis.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Schultheiss_Diploma_paper.pdf
    12 Nov 2003: These systems can host test structures ofalmost unlimited size even when motion exists. ... disadvantage.However, the range of possible dimensions of test articles is almost unlimited.
  20. Numerical modelling of theelectrokinetic remediation ofheavy metal…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR292.pdf
    17 Aug 2001: measured in laboratory test JMEK07, an experiment on E-grade Kaolin clay spiked with. ... measured in laboratory test JMEK07 superimposed. In figure 13 the final distributions of both.
  21. SDM2003_1978.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Deployable_tensegrity_masts.pdf
    28 Feb 2003: the bottombase. The middle module is rotated counter-clockwise through the same angle. ... To test the manufacturing and deployment procedures,four demonstrator masts were built at various stages inthe development process.

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