Search

Search Funnelback University

Search powered by Funnelback
10 results 20 results 50 results
Relevance Date (Newest first) Date (Oldest first) Title (A-Z) Title (Z-A) Distance URL (A-Z) URL (Z-A) Shuffle
1 - 10 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. 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.

  3. 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. &

  4. 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.

  5. 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.

  6. 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).

  7. 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.

  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: 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.

  9. 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.

  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: 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.

  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.

Refine your results

clear all

Date

Search history

Recently clicked results

Recently clicked results

Your click history is empty.

Recent searches

Recent searches

Your search history is empty.