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
81 - 90 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. Osman, A. S., Bolton, M. D. & Mair, R. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/177.pdf
    16 Nov 2006: At the end of this step of calculation the equivalent tunnel diameterfrom equation (9) will be 4.24 m. ... The energy calculation is repeatedin the further steps as requested, with VL 2% and D 4.24 m, etc.

  3. 2009-TPC-615 Matthew Kuo

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/193.pdf
    3 Aug 2011: two species of burrowing invertebrates can individually increase the. undrained shear strength of clay by about 1kPa after 24 hours.

  4. How unsafe the JRA (1996) code is

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR328.pdf
    14 Oct 2003: 10. 735 65.6 1.25 Axial Failed. 11 269 24 0.46 Axial Inertia. ... Slab and asphalt top 24.8m27.64m(0.20.05) m 25kN/m3 4146kN. Crash barrier 21.5m0.1m27.6425kN/m3 207.3kN.

  5. Proceedings of the Institution ofCivil EngineersGeotechnical…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/167.pdf
    20 Dec 2013: The excavation. was supported by a 0.7 m thick diaphragm wall 24 m deep. ... 45. & 6 1 7 4538. -24-9:38;. <77. Fig. 6.

  6. The measurement of particle size distribution using the Single ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR321.pdf
    20 Aug 2002: CUED D/SOILS/TR321 White 2002 ________________________________________________________________________________________________________. 24. sample after each addition of fine material revealed that an evolution of a ‘tail’ in the.

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

    www-civ.eng.cam.ac.uk/dsl/publications/Space-Frames_SDM_paper.pdf
    30 Mar 2004: W = PE δwsin2θcosθ. (23). But, since. φ =π. 2 2θ (24).

  8. TR338

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR338.pdf
    6 Oct 2005: Short-Term Time Records. Unfiltered Data Earthquake. 4. Figure No. CUED/D-SOILS/TR338. 24. ... 24. Data from Test IT06, Earthquake 1. PS.1. PS.2. PS.3. PS.4.

  9. Topology Optimization of Adaptive Compliant Aircraft Wing Leading…

    www-civ.eng.cam.ac.uk/dsl/publications/topology_paper_SDM.pdf
    2 Apr 2007: 24–33.3“SAMCEF v12.0-03,” Samtech Group, LIEGE science park, Rue des Chasseurs-Ardennais, 8B-4031 Liège (Angleur),.

  10. Thin-Shell Deployable Reflectors with Collapsible Stiffeners: Part I…

    www-civ.eng.cam.ac.uk/dsl/publications/Reflectors-with-stiffeners.pdf
    1 Mar 2005: C90 2.72 24.76 4.18 39.18 0.274. Table 3. Comparison of optimized Configuration D. ... 24 of 28. Tan & Pellegrino. of given width and thickness, shortening the slits at the end of diameter d1 increases the.

  11. Haigh, S. K. et al. (2013). Géotechnique 63, No. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/222.pdf
    28 Nov 2013: Ground Engng 15, No. 1, 16 – 24. Wijeyakulasuriya, C. V.

Refine your results

Date

Search history

Recently clicked results

Recently clicked results

Your click history is empty.

Recent searches

Recent searches

Your search history is empty.