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41 - 50 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. White, D. J., Take, W. A. & Bolton, M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/133_Geotechnique_No53_Issue7_619_632.pdf
    5 Jan 2004: A subset of 20 dots fromthe array of 480 3 mm diameter dots was selected torepresent reference markers in a typical experiment. ... 100. 80. 60. 40. 20. 00 50 100 150 200. Horizontal coordinate: mm.

  3. BOLTON, M. D. (1986). GCotechnique 36, No. I.65578 The ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/14_Geotechnique_No36_Is1_65_78.pdf
    6 Jan 2004: It will be seen that equation (7) overestimates 4’ - 4&t compared with equation (8) by about 20%. ... 72 BOLTON. zo-. 16-. Empwxil relatmn (11). 0 4 8 12 16 20 24!

  4. Bhattacharya, S., Madabhushi, S. P. G. & Bolton, M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/139_Geotechnique_No54_Issue3_203_213.pdf
    21 Jun 2004: nb. efo. un. din. Bh. atta. char. ya. (20. 03. ). Good performance. Poor performance. Leff/rmin 50. 0 10 20 30 40 50. ... 20. 0. 20. 40. 60. 02 04 06 08 1:0 12 14.

  5. Palmer, A. C. et al. (2003). Géotechnique 53, No. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/135_Geotechnique_No53_Issue10_877_883.pdf
    6 Jan 2004: ce p. er u. nit l. engt. h: N. /m. 0 10 20 30 40Displacement: mm. ... Full scale. Centrifuge 1/10-scale. 30. 25. 20. 15. 10. 05. 0.

  6. Bolton, M. D. & Powrie, W. (1987). GCorechnique 37, ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/15_Geotechnique_No37_Is3_335_353.pdf
    6 Jan 2004: 0 10 20 30 40 50 01 1. Loading Jaky (1944) Unloading’ Wrath (1972). ... the foot of the prototype of DWC 08 with 20 m penetration might have influenced the results.

  7. ergroundg systemneed to mine soilgroutingulate the ed on. Factors ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/127_ASCE_JG&GE_vol129_issue3_254_262.pdf
    6 Jan 2004: Cementbentonite,. PFA, Silica gel. 20% Maximum settlementpredicted! wasreduced from 30 mm to 0 mmactual!Overlying structure has been protected. ... The test results were comparedthe result of a single-injection test, which was carried outinjecting 20 ml

  8. Bolton, M. D. & Powrie, W. (1988) GLmechnique 38, ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/19_Geotechnique_No38_Is2_167_189.pdf
    6 Jan 2004: Table 1. Table 1. Summary of equilibrium calculations for unpropped walls of 20 m embedment. ... 20, together with the corresponding prop forces. Computed bending moment dia- grams are also shown.

  9. Take, W. A. & Bolton, M. D. (2003). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/128_Geotechnique_No53_Issue2_159_172.pdf
    5 Jan 2004: 3(b)). After the tensiometer has been left inthis state for at least 20 min, the vacuum is released andfurther time is allowed for saturation of the filter underatmospheric pressure. ... After leaving the tensiometer. in this state for at least 20 min,

  10. PII: S0168-874X(99)00052-9

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/90_FEAD_vol33_Issue4_227_358.pdf
    7 Jan 2004: 8mTePa)TuD. (20). The above system can be written in matrix form as.

  11. Collapse limit states of reinforced earth retaining walls M. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/7_Geotechnique_No32_Issue4_349_367.pdf
    6 Jan 2004: 20. 80. 4.8. 0.61. 14. P. AL. , M. 16. 0 4. ... 20. 80. 5.1. 0.73. 20. P A. L,. M. 100. 4 20.

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