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101 - 120 of 231 search results for TALK:ZA31 24 / |u:www-civ.eng.cam.ac.uk where 0 match all words and 231 match some words.

  1. Results that match 1 of 2 words

  2. D:\Current_work\Wrinkles in solar sails SDM\SDM_2003\SDM-paper-03.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Wrinkle-amplitudes-solar-sails_SDM.pdf
    14 Feb 2003: θm = νσrE. (24). Wrinkles will form when the geometric hoop strainis larger than the material strain, hence from Equa-tions 8, 22, 23 and 24, we obtain. ... t (mm) Eq. 37 (mm) Exp. (mm) FE (mm). 0.025 24.7 25.4 22.30.050 41.5 33.9 35.6.

  3. 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: Similarly, Equation 24 becomes. Qb 60 þ 16:1L27:. The revised ULS criterion then demands. ... would influence the operational shear strength, owing to the test. duration ratio being of the order of 24.

  4. Natural Frequency of a Horizontal Soil LayerPart II: Saturated ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR273.pdf
    17 Aug 2001: Max=25.3. Mb=-26.4. Max=O.l. Mill=-0.2. Max=lO.S. Mln=-12.3. Mox=S.O. Mill=-9.4. Max=24.9. Mln=-33.6. ... II. SHORT TERMTIME RECORDS. G L e v e l FIG.NO.5 0 24.

  5. t2012-023 631..631

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/212_corrigendum.pdf
    28 Nov 2013: 24], [26], and [28] should read:. 24 q6cu. 12. 1:35w. gM2D.

  6. Yetginer_BGApaper

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/131_BGA_2003_963_974.pdf
    22 May 2003: API Method, 1993. 22.2 19.5 41.7. Jardine & Chow, 1996. 30.5 24.8 55.3.

  7. TR339

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR339.pdf
    6 Oct 2005: Short-Term Time Records. Unfiltered Data Earthquake. 5. Figure No. CUED/D-SOILS/TR339. 24. ... Max= 12.4. Min= -24. Max= 18. Min= -23.8. Max= 15.3. Min= -19.

  8. 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: 2012, 12(1), 24–38. http://dx.doi.org/10.1680/ijpmg.2012.12.1.24. Paper 1100005. Received 17/03/2011 Accepted 29/08/2011. Keywords: centrifuge modelling/geotechnical ... ICE Publishing: All rights reserved. 24. However, field measurements remain

  9. Take, W. A. & Bolton, M. D. (2011). Géotechnique ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/211.pdf
    20 Mar 2012: al sta. testr. ength. (. 0 kPa. ,. 24. c. φ. ). ... 10. 15. 20. 24. Fig. 11. Seasonal mobilisation of soil strength, Spencer’s method.

  10. Flat boundaries and their effect on sand testing

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/204.pdf
    3 Aug 2011: Anal. Meth. Geomech. 2010; 34:821–837Published online 24 September 2009 in Wiley InterScience (www.interscience.wiley.com). ... εyy εzz εxy εxz εyz. Whole sample (best-fit) 0.15 0.10 0.72 0.02 0.02 0.051st slice from bottom 0.24 0.08 7.31

  11. S3 : Stadium Roof Design - Cantilever Roof Design experiment

    www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S3%20Cantilever%20Roof%20Design%20Experiment%20Teachers%20Notes.doc
    2 Jul 2007: 24.7y = 263.2. y = 263.224.7 = 10.7cm 11cm. 4. Mark out y on the card and cut away the excess card. ... 0.49A x (d 1) = 11.025 24.5M. Re-arranging gives. M = (0.49A x (d 1) – 11.025) / 24.5.

  12. GTGTENG-2901 1575..1589

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/226.pdf
    28 Nov 2013: 033. 141.24. 50.96. 30.00. 063. Ram. pello. and. Silv. estri19. 93Reson. ... 3) rangedfrom 18,000 to 30,000, with an average of about 24,000.

  13. Bolton_DFI_2010_keynote_lecture_preprint

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/200.pdf
    3 May 2010: 2max. 400. u. u. cgH. HHw ρλγ (24). Normally consolidated clays Let us now estimate the undrained strength at mid-depth of “soft” clay. ... The rate of wall bulging and ground subsidence would then start to exceed the initial predictions of

  14. Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Tue, 02…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/191.pdf
    2 Aug 2011: grain sizes (D50 0.28 mm and2.24 mm) at two different relative densities ID of 30% and90%. ... tanc. e,N. γRelative. dilatancy, IR0404–1212–2020–2828–3636. IR 4. IR 32. IR 24.

  15. gt490411 543..552

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/79_Geotechnique_No49_Is4_543_552.pdf
    5 Jan 2004: 100806040200. 26. 24. 22. 20. 18. 16. 14. 12. 10. 8. ... b). ISMES-2. 100806040200. 26. 24. 22. 20. 18. 16. 14. 12.

  16. 1 INTRODUCTION 1.1 Jacked piles The axial capacity of ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/124_CCM_2002_347_354.pdf
    7 Jul 2002: 0.65 24 mm 2.4 m 2.1 500 (D50 = 45 µm).

  17. Wrinkled membranesPart II: analytical models

    www-civ.eng.cam.ac.uk/dsl/publications/jomms-v1-n1-p03-p.pdf
    23 Feb 2006: 12(1 ν2)π 4 A2. 4λ4. (24). The stretching strain energy per unit area can be obtained, neglecting stretchingin the η-direction, from. ... U =(1 ν)E t γ. 2. (π 2t 2. 24(1 ν2)λ2+.

  18. 2D NAPL experiments using the CU y-radiation system H. ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR309.pdf
    7 May 2002: 24. experiment. At the time of the second experiment, the de-airing device and all the available.

  19. 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: New Orleans. International Press-in Association, Tokyo,. Japan, pp. 17–24. Schofield AN (1980) Cambridge geotechnical centrifuge.

  20. t11-052 1485..1503

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/212.pdf
    20 Mar 2012: 23], byusing the power curves (eq. [9]), we predict. 24 q6cu.

  21. CUED/D-SoilsITR289 title paqe Drum centrifuge study ofthree-leg…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR289.pdf
    17 Aug 2001: 24. Fujii, T., Kobayashi, T., and Tagaya, K., 1989, “Punchthrough encountered inIndia and Indonesia”, Paper OTC 6124, Offshore Technology Conference.

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