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41 - 60 of 430 search results for Economics test |u:www-civ.eng.cam.ac.uk where 31 match all words and 399 match some words.
  1. Results that match 1 of 2 words

  2. 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
  3. 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
  4. 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.
  5. CUED Structures Group Theses - Kuang

    www-civ.eng.cam.ac.uk/abstract/jskabs.htm
    10 Nov 2003: The method is less empirical and the predictions show good agreement with a wide range of test results from various sources. ... The proposed method for predicting the punching shear strength of laterally restrained slabs is shown to give good
  6. 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.
  7. Cam Middleton: Research

    www-civ.eng.cam.ac.uk/struct/crm/research.html
    3 Nov 2010: These tests have included a series of half-scale beam-and-slab bridge tests funded by EPSRC and the Highways Agency and 20 scale models of concrete bridges.
  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. 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
  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. Tunnelling-induced ground and building movement on the Jubilee Line…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-cheng.htm
    5 Jul 2004: The DEM crushable soil was made of numerical agglomerates. Element test data was produced that covered a large range of stresses and densities, using five constant-value micro-parameters. ... Modelling the statistical strengths of these agglomerates
  12. Soil conditioning for earth pressure balance machines

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-merritt.htm
    29 Nov 2007: Index tests were performed to investigate effects of foam and polymer conditioning treatments on the undrained strength of London Clay samples. ... Tests were performed with consolidated kaolin and compacted conditioned natural clay soil samples.
  13. An investigation into the behaviour of pressed-in piles

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-white.htm
    27 Jun 2002: A series of 8 calibration chamber tests is reported. The pattern of soil displacement during pile installation was measured. ... Four series of field tests using pressed-in piles were conducted. The first series demonstrated that internal shaft friction
  14. 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.
  15. Predicting ground displacement in clay during construction

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-osman.html
    27 Apr 2005: Geotechnical Engineering Group. Abstract. The work reported in this dissertation is a contribution to the development of a new design method, based directly on the data of accurately chosen soil tests, ... Comparisons are also made with field studies
  16. Behaviour of landfill systems under monotonic and earthquake loading

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-thusyanthan.html
    29 Nov 2007: Seismic behaviour of MSW was then studied by performing dynamic tests on landfill models with the model waste. ... The criteria for crack initiation in clay were investigated by performing 4-point bending tests on consolidated clay beams.
  17. The SPH Method to Simulate River Levee Failures

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-mori.html
    22 Jun 2009: engineering. The SPH package with the new soil models and the boundary treatments is tested by simulating simple compression tests. ... The SPH package with the coupling algorithm is tested by simulating a bucket problem, a consolidation test and a
  18. Piled foundations subjected to cyclic loads or earthquakes

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-Zheming_Li.html
    14 Dec 2010: Centrifuge modelling was mainly used for this research. Different pile installation methods were carried out in centrifuge tests. ... The earthquake tests reveal significant differences in the performance of pile groups compared with pseudo-static cyclic
  19. Becoming a Civil Engineer at Cambridge

    www-civ.eng.cam.ac.uk/civils.html
    6 Aug 2008: There is also a Structural Design Course, in which you will design, build and test to destruction a framed structure, and an Exposition class, which is aimed at making engineers better
  20. The Influence of Negative Skin Friction on Piles and Pile Groups

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-cjlee.htm
    21 Nov 2001: Investigations involving both centrifuge tests and Finite Element Analyses (FEA) therefore have been performed to clarify aspects of the pile behaviour subjected to NSF. ... Various attempts were made to improve the pile performance and to allow better
  21. Centrifugal Modelling of Slides Triggering Mechanism in Layered Fill…

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-yslee.htm
    9 Nov 2005: Completely decomposed granitie (CDG), a typical soil found in Hong Kong, was used for the centrifuge tests of loose fill slopes. ... In the centrifuge tests, shear localized progressive failure is visualized by means of an image analysis developed by CUED

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