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21 - 30 of 36 search results for KaKaoTalk:vb20 200 |u:www-civ.eng.cam.ac.uk where 0 match all words and 36 match some words.

  1. Results that match 1 of 2 words

  2. PII: S0013-7952(99)00033-2

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/75_Engineering_Geology_No53_Issue2_195_204.pdf
    5 Jan 2004: 200 A.C.J. Treadaway et al. / Engineering Geology 53 (1999) 195–204.

  3. 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: 50. 100. 150. 200. u w: k. Pa. 0 200 400 600 800 1000Elapsed time: s. ... 0 200 400 600 800 1000Elapsed time: s. Fig. 7. Maximum measurable suction of 3 bar air-entry tensiometer initially saturated atatmospheric pressure with saturation effort.

  4. 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: Hollow cylinder SCL: 100 OD, 60 ID and 200 H. None.

  5. 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: Isolated footing2.0. 16 0.08 200 0.34 0.39 4.8 Yes, width of riverdecreased. ... 200. 150. 100. 50. 0. Fig. 10. Performance of piles in tests SB-02, SB-03 and SB-04.

  6. 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: The centrifuge tests simulated the lateral response of a 100-inch diameter pile embedded to 200 ft in a soil that modeled the geotechnical strength properties from one of the Ursa

  7. 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: Porewaterpressure kN/m. 100 00 100 200 /I I 1. DWC07 ; ----- After3.4years -.-.- After5.3years. ... 200. Porewaterpressure. kNim 100 00 100 I /I I. 200. /I f ’ II. /

  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: Accordingly, the moment equi-. 182 BOLTON AND POWRIE. 200 100 0 0 100 200 I I I I I I. ... H 2 Ill space. H 200 mm D6placement. Fig. 22.

  9. 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: 200. 150. 100. 50. 0. Inje. ctio. n pr. essu. re: k. ... Pa. 0 50 100 150 200 250 300. Time: s. Fig.

  10. 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: Test M1. Test M2. Test M3. 500. 400. 300. 200. 100.

  11. PII: S0266-1144(00)00009-1

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/102_Geotex&GeoMem_vol19_Issue1_23_44.pdf
    7 Jan 2004: JSS7 200 Geotextile Not presentJSS8 200 Unreinforced Not presentJSS14 200 Geotextile Present. ... The sti!ness of the reinforcement was derived from the load-elongationcurve obtained by carrying out 1%/min tensile tests on 200 mm wide specimens with200

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