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1 - 12 of 12 search results for KaKaoTalk:vb20 200 |u:www-civ.eng.cam.ac.uk where 0 match all words and 12 match some words.

  1. Results that match 1 of 2 words

  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: Thesetrends have been supported by larger datasets includingover 200 vane shear test (VST) data and over 200 la-boratory strength data (Mayne, 2012).

  3. 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: 200. 0. 1000. 400. 600. 800. 200. _200. 0. 0Pile cap lateral displacement uG: m. ... 50th cycle. 200. _200. 0. 1000. 400. 600. 800. 200. _200.

  4. Water supply to a geotechnicalcentrifuge Paul Shepley MEngLecturer,…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/225.pdf
    28 Nov 2013: pressure of 200 kPa, directly to the centrifuge slip rings. Maximum pressures of 1?3 MPa were experienced at the package,. ... 00–600 –400 –200. Calculated pressure at slip rings, Ps: kPa400200 600.

  5. 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: 159 36?4 1?14 0?03265500(20) 3?350 0?602 0?997 200 32?8 1?20 0?04389500(1)_Xu 3?236 0?311 0?987 45

  6. 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: 10. 15. 20. 25. 30. 35. 40. 0 100 200 300 400 500. ... 1. 5. 20. 40. 70. 85. 94. 96. 98. 99. 150 200 250 300 350 400 450 500.

  7. 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: 300. 200. 100. 00. (a). (b). (c). 10 000 20 000 30 000 40 000. ... props. The maximum bending moment induced by the. undrained excavation amounted to about 200 kNm/m.

  8. 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: 020406080. 100. 0 100 200 300 400 500 600Per. cent. age.

  9. 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: 200–. 400. 400–. 600. 60. 0. Test. num. ber. Confinement pressure: kPa(a). ... 200. Fig. 9. Normalised shear modulus degradation curves of Toyourasand shifting with mean effective stress.

  10. 500 Kuo, M. & Bolton, M. (2013). Géotechnique 63, ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/223.pdf
    28 Nov 2013: 200. 175. 150. 125. 100. 075. 050. 025. 0. 0 20 40 60 80. ... However, faecalpellets were found to have an average water content of150% in the tested crust samples, while the silt – clay matrixhad a water content of about 200%.

  11. GTGTENG-2901 1575..1589

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/226.pdf
    28 Nov 2013: 70.98. 80.00. 110. 191.22. 50.99. 10.00. 200. HighlyPlasticSilt. 64.6m. 0.46. 1.36. ... 169. 200.82. 00.97. 50.00. 332. Teachavorasinskun. etal.20. 02Triaxial. Bangk. okClaySite. 10.57.

  12. 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: at prototype scale), wall thickness of 0.7 mm (0.035 m atprototype scale), and an embedded depth of 200 mm (10 mat prototype scale).

  13. 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: B4. B1. B3. B6. B5. B2. 200 m. Figure 2. Borehole locations. ... 40003000200010000. 40. 120. 160. 200. 0. Dep. th b. elow. top.

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