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31 - 40 of 231 search results for KaKaoTalk:PC53 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. Durability and Mechanical Properties of Deep-Mixed Clays

    www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-osman_abir.html
    10 Jul 2007: Furthermore, allowing the bentonite to hydrate for 24 hours or using a high shear mixer to mix the bentonite yielded much higher strengths and lower permeabilities at all ages for the

  3. paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/balloons.pdf
    8 Feb 2000: 24. L2. h2B. 2(15). and. v =h 2. 24. L2. h2 B. ... u v = 2. h 2. 24. L. h. 2(19). u2 v2 =. h 2. 24. 2 L. h. 4B2 2. 4(20). Substituting back into Equation 18, ignoring higherorder terms, and

  4. Burgoynefinal2

    www-civ.eng.cam.ac.uk/cjb/papers/cp91.pdf
    8 Apr 2011: Careful choice of temperature step and step duration allow the test to be completed in about 24 hours. ... van Leeuwen J. and Siemes A.J.M. (1979). Miner's rule with respect to plain concrete, Heron, 24(1),1–34 Yamaguchi, T., Kato Y., Nishimura T.

  5. IStructE 2003 Poster

    www-civ.eng.cam.ac.uk/dsl/ppao2/documents/IStructE_2003_Poster.pdf
    22 May 2003: 4 8 12 16 20 24 28 32 36 401.0. 1.1.

  6. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/10ibell.pdf
    25 Jul 2007: Figure 24 demonstrates its implementation. This system was shown to be practical and even more effective than the equivalent near-surface mounted (NSM) strengthening scheme due to there being no possibility ... Drilled holes Injected paste. Strengthening

  7. C:\Documents and Settings\Sergio\My Documents\Papers\Wrinkled…

    www-civ.eng.cam.ac.uk/dsl/publications/Barcelonapaper.pdf
    24 Apr 2003: λ(δ1 δ2)π. (24). Here δ1 and δ2 are the radial displacements of the corners loaded by T1 and T2, respectively;these corner displacements can be estimated from. ... The wavelength predictions are very close.The wrinkle amplitudes have been estimated

  8. Proceedings of the Institution of Civil Engineers Geotechnical…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/218%20corrigendum.pdf
    28 Nov 2013: On page 243 line 24 equation 40 not 39 should be referred to.

  9. 021004_GIANNOPOULOS

    www-civ.eng.cam.ac.uk/cjb/papers/cp90.pdf
    26 Mar 2010: 0 500 1000 1500 2000 250020. 22. 24. 26. 28. 30.

  10. 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.

  11. SE1 p1 Cover

    www-civ.eng.cam.ac.uk/cjb/papers/p48.pdf
    3 Feb 2004: 24|The Structural Engineer – 6 January 2004. paper: burgoyne. Fig 10 shows the load factor that should be applied to theexternal load so that the bottom steel is sufficient to carry

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