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  1. Results that match 1 of 2 words

  2. 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
  3. 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.
  4. 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
  5. 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.
  6. 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
  7. 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,
  8. 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.
  9. 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.
  10. 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
  11. 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.

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