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  1. Results that match 1 of 2 words

  2. CUED home page - W Huang: report1.html

    www-civ.eng.cam.ac.uk/dsl/sma/report1.html
    21 Jul 1998: These tests are the standard tension test, carried out at different constant temperature, and the thermal cycling test under different constant loads. ... Two additional tests are carried out, the Differential Scanning Calorimeter test, which determines
  3. 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: Armbruster, 1990. 3! '"1"! -. 1.3 Test fluid. The lighter than water Non Aqueous Phase Liquid used was Soltrol 220 (Phillips. ... what is happening inside the tank. In order to compare past test results obtained at CU with these experiments, the same
  4. thesis

    www-civ.eng.cam.ac.uk/dsl/sma/thesis.html
    21 Jul 1998: Torsional tests, thermal cycling under different torques, and normal tension and thermal cycling tests were carried out on Nitinol bar with diameter of 6.5 mm. ... We present a phenomenological model which is based on tension test, carried out at
  5. Cambridge University Engineering Dept. - Structures Group

    www-civ.eng.cam.ac.uk/abstract/Whuangabs.htm
    18 Nov 1998: Torsional tests, thermal cycling under different torques, and normal tension and thermal cycling tests were carried out on Nitinol bars with diameter of 6.5 mm. ... We present a phenomenological model which is based on the tension test, carried out at
  6. University of Cambridge

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/Liu_L.pdf
    25 Jul 2012: The disturbance effect of the Self-Boring Pressuremeter test in drained conditions e.g. ... Thanet sand is simplified to a cavity contraction occurring before the test proper.
  7. CUED Structures Group Theses - Lancaster

    www-civ.eng.cam.ac.uk/abstract/erlabs.htm
    10 Nov 2003: A few tests were carried out with dents formed under non-zero pressure. ... From comparison of the full-size and small-size tests, the importance of initial cracks was established.
  8. ACMBS5 final

    www-civ.eng.cam.ac.uk/cjb/papers/cp81.pdf
    25 Aug 2008: Tests had to be carried out at various temperatures levels and for that reason the test apparatus included a Thermo center - Salvis Lab oven, as shown in Fig. ... The variation of the test data at all load levels about this line is small, indicating the
  9. CUED Structures Group Theses - Kuang

    www-civ.eng.cam.ac.uk/abstract/kjabs.html
    19 Oct 2004: This loading was followed by a static shear test with low moment at the hinge position. ... the cyclic imposed–deformation tests, and the residual shear strength was appreciably greater.
  10. CUED Structures Group Theses - Chan

    www-civ.eng.cam.ac.uk/abstract/tkcabs.htm
    23 Sep 1998: Tensile tests on cruciform specimens with different welding configurations, finger geometry and layout have shown that the load carrying capacity depends more on welding configuration than on finger profile.
  11. CUED Structures Group Theses - Iqbal

    www-civ.eng.cam.ac.uk/abstract/iqbalabs.htm
    10 Nov 2003: Tension, bending and torsion tests were performed to obtain the stress-strain and moment-curvature relationships which show almost linear behaviour of the material for large strains except for a small
  12. CUED home page - W Huang: behaviour.html

    www-civ.eng.cam.ac.uk/dsl/research/ki206/bistable.html
    6 Nov 2007: Experiments, including Tension, bending and torsion tests are performed to characterise the behaviour of PP/Glass laminated composite.
  13. LATERAL SPREADING OF SLOPES

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR317.pdf
    28 Feb 2002: 2-. 2. Experimental Procedure The test series consisted of seven oil-saturated tests (SKH-5 to 11) and one dry test (SKH-12) carried. ... 2000). The results of test SKH-9 are plotted in Figures 18 & 19.
  14. Fundamental Study of Compensation Grouting

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-au.htm
    16 Feb 2010: Laboratory single and simultaneous injection tests were performed on kaolin clay to investigate the effect of overconsolidation ratio, grout material properties (grout viscosity and water cement ratio), grout injection volume, radial ... The effect of
  15. Geotechnical centrifuge development can correct soil mechanics errors

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/gc.html
    17 Dec 1998: I developed drum centrifuges in Cambridge to reduce the cost of centrifuge tests, to improve the accuracy, and reduce the labour and the time needed for any one test series. ... Our test data are used to validate numerical models and our small scale
  16. 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,
  17. A note on Taylor's interlocking and Terzaghi’s "true…

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/GeotechNews.htm
    6 Jan 2000: Roscoe, Schofield, and Wroth (1958) used test paths to critical states to explain water content changes in drained triaxial tests and pore-pressure changes in undrained tests. ... Coulomb reports tension and shear tests on two square inch cross section
  18. Long-Term Engineering Performance and In-Situ Assessment of Cement…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Joshi.html
    24 Feb 2010: desiccation (due to groundwater fluctuation and weathering action), mix proportion of ingredients, and scale (or size) of test section. ... A conceptual framework for constitutive modelling is proposed based on the triaxial test results.
  19. Development of a novel self-boring permeability measurement technique

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ratnam.htm
    20 May 2002: SBP tests can also be carried out. In order to interpret the test, new geometry constants (shape factors), specific to the test cavity shape, were required. ... Tests were conducted at three natural soil deposit sites and one engineered barrier test site
  20. Excess pore pressures under cyclically loaded model jack-up…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-hsu.htm
    13 Feb 2002: The test series has shown that macroscopic partially drained behaviour was different from that expected in the drained or undrained conditions. ... There is no evidence of pore pressure building up in any of the events conducted in the nine tests.
  21. The Ageing and Creep of Dense Granular Materials

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-deeks.html
    17 Oct 2008: Field test data was used to validate the behaviour observed in the centrifuge tests. ... This model links strength and stiffness values measured in centrifuge tests to field scale test results.

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