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
41 - 50 of 333 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 333 match some words.

  1. Results that match 1 of 2 words

  2. Modelling of deformations inDynamic Soil-Structure Interaction…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR277.pdf
    17 Aug 2001: 2 2 , I. %G 0 ACC 2. - 2 20 2 4 6 8 1 0 1 2.

  3. Discussion: Laboratory measurement of strength mobilisationin kaolin: …

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/216%20discussion.pdf
    28 Nov 2013: 0.3. 0.4. 0.5. 0 10 20 30 40 50 60 70 80 90 100. ... c. Plasticity index Ip: %. TC: n = 21. DSS: n = 20.

  4. Design & Manufacture of Stiffened Spring-Back Reflector…

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2048.pdf
    17 May 2005: Hence the curvedstiffener is a circular arc of r = 20 mm subtending anangle of 69. ... The first 20 eigenmodes wereextracted and the maximum frequency of interest wasset to 40 Hz.

  5. Measurement of Small Strainsusing Semiconductors in Centrifuge Tests…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR282.pdf
    17 Aug 2001: At the selected acceleration (60g) for testing, the measuredvariations of bending strains using the foil gauge transducer were up to I- 20% of the meanvalues, whereas the semiconductor gauges gave a ... January 1995 Page 20.

  6. Re-appraisal of Terzaghi’s soil mechanicsAndrew Schofield, Emeritus…

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/ans-Istanbul-5.ppt
    17 Sep 2001: Plastic design of a steel frame, Baker (1948). Cambridge text book example plastic design of shelter to resist floor load 20 lb/sq.ft falling 9 ft in bombed house; Mother

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

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR321.pdf
    20 Aug 2002: compared to sieving by 20-30%, as predicted by theoretical analysis. Measurements of. ... Isotropic compressionand shearing at 20.7 MPa. Isotropic compression to 62.1 MPa.

  8. TPC_499_Thusyanthan_Senthil

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/190.pdf
    2 Aug 2011: 0 5 10 150. 5. 10. 15. 20. 25. Vertical pipe displacement (mm). ... N). 0 10 20 30 40 50-5. -2.5. 0. 2.5. 5.

  9. 254_2006_603_52_8-web 1595..160

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/179.pdf
    3 Aug 2011: 17.26 20.18 25.3 41.4 78. Dielectric constant. Per. mab. ility. (m. ... 20 100 12040 60 80Time (min). Fig. 6 Permeabilities of water-miscible solvents versus increas-ing dielectric constant.

  10. Mapping two-way grids onto free-form surfaces P. Winslow S. ...

    www-civ.eng.cam.ac.uk/dsl/publications/Mapping_two-way_grids.pdf
    20 Jul 2007: glass-covered surface, Int. Journal of Space Structures vol. 20, No. 1,2005[3].

  11. P:\09-T-N-FL\09242-Chan\Prelims\Prelims

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/185.pdf
    6 Feb 2007: 2. Below the fill, a clay deposit of low plasticity(Ip = 20–30%) ranges in thickness between 10 to15 m. ... The surface of the bedrock layer is located atelevations ranging from 16 to 20 m.The soil profile found at Post Office Square is.

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.