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1 - 15 of 15 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 15 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: 0.3. 0.4. 0.5. 0 10 20 30 40 50 60 70 80 90 100. ... c. Plasticity index Ip: %. TC: n = 21. DSS: n = 20.

  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: 1. 1. 2. 2. Region of power-law fit5. 5. 20. 20. ... mob. /cu). OCR=2. OCR=5. OCR=10. OCR=20. OCR=15. M = 2. (b).

  4. McMahon, B. T. et al. (2013). Géotechnique 63, No. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/229.pdf
    29 Nov 2013: Math.Mech. 1, No. 1, 15 – 20 (in German). Shield, R. ... J. Appl. Mech. 20, No.4, 453 – 460. Taiebat, H. A. &

  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: a) (b). 0.15 0.20. 3000. 2000. MJ-NCA. 1st cycle. 60th cycle. ... a) (b). 0.15 0.20. 3000. 2000. MJ-PCA1st cycle. 50th cycle. 1000.

  6. 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: Atthis point a penetration of 20 mm corresponded to theplastic limit. ... 40. 50. 100 102 104 106. Wa. ter. cont. ent:. %. Suction: kPa(b). 0. 10. 20. 30. 40. 50. 100 102 104 106.

  7. Proceedings of the Institution ofCivil EngineersGeotechnical…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/167.pdf
    20 Dec 2013: the wall. The average unit. weight ª of the soil is takento be 20 kN/m3, which is. ... plasticity index of 70%; the undrained strength obtained from. field vane tests ranges from 20 to 40 kPa.

  8. 746 McMahon, B. T. et al. (2013). Géotechnique 63, ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/224.pdf
    28 Nov 2013: ̂_ ffiffiffi3p. r2cr3. (20). This can now be compared with the value at yield given byequation (13) to show that. ... Equation 20. Equation 21. Equation 22. CAVITY EXPANSION ANALYSIS OF CIRCULAR SHALLOW FOUNDATIONS.

  9. 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: Fig. 8 showsan ESEM image taken of material between 20 m and53 m. ... 2011) as being typically 5 –30 kPa at depths up to 20 m.

  10. 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. ... The SPT diagramIn order to generate an SPT diagram, a batch of 20.

  11. 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 seven loading steps (to 2 kPa, 5 kPa, 10 kPa, 20 kPa, 40 kPa,. ... ress. ure:. kP. a. –10. –20. –30. –40. –501 2 3 4 5 6.

  12. GTGTENG-2901 1575..1589

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/226.pdf
    28 Nov 2013: 054. 40.95. 70.96. 20.00. 082. Kim. and. Nov. ak19. 81Reson. antcolum. ... 169. 200.82. 00.97. 50.00. 332. Teachavorasinskun. etal.20. 02Triaxial. Bangk. okClaySite. 10.57.

  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: jcrit 228ªsoil 20 kN/m3ªw 10 kN/m3. Qs DKs tan jcritðLþ3. 3. ( ... for at least 20 years. The ratio of these durations is 21 900,.

  14. 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: pre-jacked, monotonically jacked, and cyclically jacked pilesduring displacement-controlled load cycles with an amplitudeof approximately 20 mm. ... When the settlement is larger than 20 mm thepile head load increases again.

  15. 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: This study. Silver & Seed (1971)silica sand No. 20, dry,. 083, 045e I D. ... 2. 0 10 20 30 40. p' /pa(f). 600. kPa. 4 M.

  16. 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: The average flow check lasted. between 20–30 s, with each flow check forming a single data. ... Ns2/m8 (61014). 1 1?0 20?26 0?97 16?68. 1 2?5 2?31 0?94 2?35.

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