Search

Search Funnelback University

Search powered by Funnelback
10 results 20 results 50 results
Relevance Date (Newest first) Date (Oldest first) Title (A-Z) Title (Z-A) Distance URL (A-Z) URL (Z-A) Shuffle
1 - 10 of 23 search results for katalk:za33 24 |u:www-civ.eng.cam.ac.uk where 0 match all words and 23 match some words.

  1. Results that match 1 of 2 words

  2. ABD Matrix of Single-Ply Triaxial Weave Fabric Composites A.B.H. ...

    www-civ.eng.cam.ac.uk/dsl/publications/ABD%20matrix.pdf
    5 Apr 2007: lx ly (24). The outcome of this calculation is. . Nx.

  3. Chris Morley

    www-civ.eng.cam.ac.uk/struct/ctm/publications.html
    30 Nov 2007: Magazine of Concrete Research. Special Publication on Recent Developments in Yield Line Theory, 13-24.

  4. 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

  5. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/19prakhya.pdf
    12 Jul 2007: 06 71.20 0.24 1.09 15.10 2.21 DG2 0.90 0.25 2.10 2.16 9.67 0.68 0.03 0.00 DG3 1.47 ... 29 1.86 0.88 0.94 0.90 DG11 1.24 0.06 1.87 2.29 0.84 1.0 3.53 0.29 DG12 1.24 0.90

  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. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/03baskaran.pdf
    11 Jul 2007: Wood showed the resulting momecould be given as [15]. 6. 22 pxpLxM = 24. , ... then the support moment 12/2pLsm =. and the corresponding span moments are 24.

  8. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/14lowe.pdf
    11 Jul 2007: The solution is then rmin= 0.3510.L with the lower bound collapse load from (2) given by pL.L2/m = 24.36.

  9. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/02ashraf.pdf
    11 Jul 2007: 24. Table 2 Comparisons between experimental and predicted load capacities. Source Supporting condition No. ... under Bending and Shear’’, IABSE Periodica, Zurich, 36-II, 1976, 105–120. [24] Exner, H., "On the Effectiveness Factor in Plastic

  10. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/08denton.pdf
    11 Jul 2007: 12))1(1(24. 23. 2. =hh. hcMwL. p. (19). where h = a / 2L ( = 0.707 a / L) and the width of the yield-lines is equal to a. ... Engineer, Vol. 75, No. 23-24, pp. 403-409. [3] Johansen, K.W., [1962].

  11. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/16middleton.pdf
    11 Jul 2007: 24. Edge Wedge 3 Way Fan. 25. Corner Flap. 26. Corner 6 Way Fan. ... 1 23.5 24.1 6.8 37.2 31.3 18.0 25.6PCOBRAS.

Refine your results

clear all

Date

Search history

Recently clicked results

Recently clicked results

Your click history is empty.

Recent searches

Recent searches

Your search history is empty.