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  1. Results that match 1 of 2 words

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

    www-civ.eng.cam.ac.uk/dsl/sma/behavior.html
    21 Jul 1998: DSC tests;. tension tests at different constant temperatures;. tension tests with different strain rates;. ... Phenomenological constitutive model. A phenomenological constitutive model based on two kinds of tests (the standard tension test, carried out
  3. 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
  4. 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.
  5. 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
  6. 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
  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. MODELLING OF HYDRAULIC FRACTURING IN CEMENT BENTONITE GEOMATERIALS

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-ng.html
    22 Jun 2009: process of a double packer test, corresponding types of laboratory tests have been performed. ... The results indicate that while the peak cavity pressure increases with the confining pressure in both types of tests, it increases with injection rate only
  14. 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.
  15. 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
  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. SE1 p1 Cover

    www-civ.eng.cam.ac.uk/cjb/papers/p48.pdf
    3 Feb 2004: The engineer can then design the reinforcement in the twodirections, and to be economic, he curtails the reinforcement assoon as possible, so that the resistance moment follows veryclosely the applied moment.
  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. 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.
  21. 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.

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