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 21 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 21 match some words.

  1. Results that match 1 of 2 words

  2. 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: Database of various. L/D=15–60. 0.05 20 m 20 m 13 200000 (Silty sand. ... 0. 1. 2. 3. 4. 5. 6. 0 10 20 30 40 50 60 Local shear stress, τs (kPa).

  3. 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: c 19min 0. On h mill. 20. -. Plate-3:. a) 160 miD e) 1395 min. ... J. Contam. Hydrol. 20: 1-25. Lenhard R.J., Johnson T. G., Parker J.C.

  4. A New Technique for Simulation of Collapseof a Tunnel ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR286.pdf
    7 May 2002: 163.3 REsONEFSTRAINOAUONTNNELLINING. 203.4 PoT-sTINvWIX.ITIV. 20. 4. FUTURE RESEARC EL. 2 1.”. ... During calibration, the response speed of the LDS was set to 20 ms.

  5. An atmospheric chamber for the investigation of the effect of…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/121_ICPMG_2002_765_770.pdf
    26 Feb 2002: The selected suction probe is located at mid-slope at a depth of 20 mm below the soil surface (Figure 5). ... Geotechnique 20(4): 440-442. Malushitsky, Y.N. 1981. The centrifugal model testing of waste-heap embankments.

  6. Centrifuge Modelling of Upheaval Buckling

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR314.pdf
    8 May 2002: H/D. P/γ γγγ'H. D. 0-20%. 20-50%. 50-80%. Data from Matyas & Davis, 1982; Trautmann et al, 1985; Schaminee et al, 1990; Ng & Springman, 1994; Barefoot, 1998. ... Mechanism Tests. -10. 0. 10. 20. 30. 40. 50. 60. 0 5 10 15 20 25 30.

  7. D:\Current_work\Stiffened Springback ESTEC\paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/springback_paper.pdf
    27 Aug 2002: 0 20 40 60 80 100 1200. 0.5. 1. 1.5. 2. ... 0 20 40 60 80 100 120 1400. 0.5. 1. 1.5.

  8. D:\Papers\Amplitude_of_wrinkles\paper.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/amplitude_of_wrinkles.pdf
    3 Jun 2002: ξ =γ. 2+. 12. (w. ξ. )2(20). Thus, ξ also is not constant, and hence the average strain energy ofstretching, Us, over a wrinkle is given by. ... 20, 200–207, 227–233, 256–262, 279-284. Wong,Y.W. (2000) Analysis of Wrinkle Patterns in

  9. D:\Papers\Low-cost hinge report\report.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/report.pdf
    12 Jul 2002: 126 mm. 20 mm. 9 mm. Fixed. Figure 5.12: Top view of tape spring used in finite element analysis. ... hinge turned through 90 degrees;the set-up can be seen in Figure 5.20.

  10. D:CURRENT_WORKMEMBRANE VIBRATION IN AIRSDM PAPERSDM_PAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1368.pdf
    18 Feb 2002: ks = 2π. 1. λ2sx+. 1λ2sy. (20). and the corresponding natural frequency of vibrationin vacuum from Equation (6). ... apply-ing bi-axial uniform prestress of 20 N/m to allmembrane elements. •

  11. D:CURRENT_WORKTSR HINGEPAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/TSR_hinge.pdf
    21 Jan 2002: 0.07 -0.06 -0.05 -0.04 -0.03 -0.02 -0.01 0 0.01-24. -20. ... 0.05 -0.04 -0.03 -0.02 -0.01 0-20. -18. -16. -14. -12.

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.