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31 - 40 of 52 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 52 match some words.

  1. Results that match 1 of 2 words

  2. Bolton, M. D., & Wilson, J. M. R. (1990). ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/22discussion_Geotechnique_No40_Is4_659_664.pdf
    6 Jan 2004: 0 5. 1 25. o3 = 98.4 kN/m. 1 20 0 l n. ... Soils & Fndns 20, No. 2,4560. Park, C. S. (1990). Anisotropy in deformation and strength properties of sands in plane strain compres- sion tests.

  3. OTC 16845 Centrifuge Model Tests on Anchor Piles for ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/142_OTC_16845.pdf
    2 Feb 2004: It shows low soil pressures from mudline to about 20 feet below mudline. ... The profiles on the right of Figure 20 are for subsequent lower amplitude sequences.

  4. Cheng, Y. P., Nakata, Y. & Bolton, M. D. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/129_Geotechnique_No53_Issue7_633_641.pdf
    7 Jun 2004: With the variability given to the agglomerates,different peak stresses were obtained from 20 tests. ... p ′i 80 MPa. 10 MPa. 20 MPa. 40 MPa. p ′i 80 MPa.

  5. Soga, K., Au, S. K. A., Jafari, M. R. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/137_Geotechnique_No54_Issue2_81_90.pdf
    7 Jun 2004: Single injection. Multiple simultaneous injections. 1 15 20 25 30 35 40 45 50OCR. ... Time: s. Fig. 20. Effect of waiting period, Ts, on grout efficiency (balloonexpansion, OCR 5).

  6. The Role of Micro-Mechanics in Soil Mechanics

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/94_TR313.pdf
    5 Jan 2004: b = -0.357. b = -0.420. b = -0.343. 1 2 3 5 10 20 30 50average particle size (mm). ... 0.2. 0.51. 2. 5. 10. 20. 50fσ (MPa). mean /- 2s.

  7. 325 Lee, C. J., Bolton, M. D. & Al-Tabbaa, ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/119_Geotechnique_No52_Issue5_325_335.pdf
    5 Jan 2004: 25 50D 29 22 17 52 40 3050 15 12 10 37 26 20. ... 20% 40% 75%(7) Briaud et al. (1991) 17 096 1980 1320 628.

  8. gt480506 667..679

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/70_Geotechnique_No48_Is5_667_679.pdf
    5 Jan 2004: Average particle size: mm. 0.2. 0.5. 1. 2. 5. 10. 20. ... 50. σ f: M. Pa. b 5 20.357. b 5 20.343.

  9. mc510501 295..307

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/88_MCR_No51_Issue5_295_307.pdf
    7 Jan 2004: spaces of the resulting structure.20. The hydration reactions of Portland cement are. ... Sulphate-resisting cement. 0 10 20 30 40 50 60. Filtration pressure: kPa.

  10. Cheng, Y. P., Bolton, M. D. & Nakata, Y. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/138_Geotechnique_No54_Issue2_131_141.pdf
    7 Jun 2004: 0. 5. 10. 15. 20. 25. 0 005 010 015εq. y 1219x 165. ... 80. 60. 40. 20. 00 005 010 015 020 025. Deviator strain(b).

  11. Bolton, M. D. & Stewart, D. I. (1994). Gtkmxhnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/47_Geotechnique_No44_Issue1_111_127.PDF
    8 Jun 2004: Excavation Centrifuge pause. t t 0 ,,,,,11I,IIII,I,‘,“’ 0. 0 10 20 30. ... the prop (L., = 29.5” at OCR = 20) (Stewart,. PROPPED DIAPHRAGM WALLS 121.

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