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1 - 10 of 15 search results for Economics test |u:www-civ.eng.cam.ac.uk where 0 match all words and 15 match some words.

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  2. Discussion: Laboratory measurement of strength mobilisationin kaolin: …

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/216%20discussion.pdf
    28 Nov 2013: We also recognise that differing test methodologies suchas triaxial extension and direct simple shear tests could beused to characterise the normally consolidated behaviourof clay. ... Undrained strength ratio versus plasticity index for field vane test

  3. Laboratory measurement of strength mobilisation in kaolin: link…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/216.pdf
    28 Nov 2013: Table 2. Stress history of triaxial tests performed. Test ID p’c: kPa p’0: kPa OCR. ... ob/c. u. 0.1. 0.010.0001. (c). 0.001 0.01. Fig. 1. Triaxial test data for tests with (a) 180 kPa pre-consolidation, (b) 300 kPa pre-consolidation

  4. Haigh, S. K. et al. (2013). Géotechnique 63, No. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/222.pdf
    28 Nov 2013: The thread-rolling test wasstandardised at the US Public Roads Bureau in the 1920s and 1930s, and has subsequently becomeone of the standard tests of soil mechanics. ... Plastic limit testThe plastic limit, given by the rolling test, has a long.

  5. Effect of previous cyclic axial loadson pile groups Zheming ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/217.pdf
    28 Nov 2013: 2.1 Test apparatus. Pile group tests were conducted at 50g on the Turner beam. ... Figure 2. Pile group test arrangement and loading conditions:. (a) plan view of pile group tests (at model scale); (b) elevation view.

  6. Proceedings of the Institution ofCivil EngineersGeotechnical…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/167.pdf
    20 Dec 2013: working conditions. (c) Raw stress–strain data from direct simple shear tests on. ... Comparison of undrained shear strength distributionobtained from different test methods (data taken from Suet al.12).

  7. Kwok, C. Y. & Bolton, M. D. (2013). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/228.pdf
    29 Nov 2013: 5.Robertson (2000) tried single-particle-crushing (SPC) tests fordifferent stiffness – bond strength ratios. ... By comparing theslope of the force – strain graph between the SPC test and.

  8. Cyclic axial behaviour of piles and pile groups in sand

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/219.pdf
    28 Nov 2013: Methodology. Test apparatusSingle pile and pile group tests were conducted at 50g in. ... In addition to the cyclictests a series of monotonic loading tests were carried out.In each single pile cyclic loading test, displacement-controlled.

  9. A new apparatus for modellingexcavations Sze Yue LamResearch…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/215.pdf
    28 Nov 2013: in each test. Speswhite kaolin clay was chosen for the tests. ... Centrifuge tests 1 2. Rigid wall Flexible wall. Objective Baseline test Wall stiffness.

  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. 54 Oztoprak, S. & Bolton, M. D. (2013). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/221.pdf
    28 Nov 2013: STIFFNESS OF SANDS THROUGH A LABORATORY TEST DATABASE 55. sents the number of sand states, and it is followed by thenumber of tests. ... STIFFNESS OF SANDS THROUGH A LABORATORY TEST DATABASE 65. equations (5), (11), (12) and (13) for ten named soils

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