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 - 21 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. Publications / Presentations

    www-civ.eng.cam.ac.uk/geotech_new/people/lynch/pubrl.html
    7 Mar 2002: 20. R J Lynch, G Measures and J T Hann, "The use of a practical interpretive solvent optimisation system in method development" presented at the Amsterdam International Chromatography Symposium, 1990.

  3. poster

    www-civ.eng.cam.ac.uk/dsl/wrinkling/poster_2002.pdf
    29 Jan 2002: 16. 18. 20. Shear angle, γ. λ (m. m). Eq. 10ABAQUSTest 1Test 2.

  4. 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.

  5. LATERAL SPREADING OF SLOPES

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR317.pdf
    28 Feb 2002: The final measured. ground displacement was 20 mm (1 m at prototype scale). ... 0. 20. 40. kPa. TEST SKH10. FLIGHT 1. Scales: Model. ShortTerm Time Records.

  6. 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.

  7. 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.

  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: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. •

  10. K:PAPERSSPRINGBACK DESIGNPAPERSDM-PAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1498.pdf
    18 Feb 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.

  11. LATERAL SPREADING OF SLOPES

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR318.pdf
    4 Mar 2002: 10 PPT6672 256 122 5 PPT6675 380 190 50 PPT6679 200 130 20. ... 0. 10. 20. g. TEST SKH14. FLIGHT 1. Scales: Model. ShortTerm Time Records.

  12. 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.

  13. 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).

  14. Space_Structures_Paper

    www-civ.eng.cam.ac.uk/dsl/publications/Space_Structures_Paper.pdf
    14 May 2002: θ = k 1( ) α2. γ12. γ22. (20). From this equation it can be seen that if the two reduction angles are equal, then the solutionis a line parallel to that of

  15. D:CURRENT_WORKWRINKLES COMPUTATIONSDM_2002_PAPERSDM-PAPER.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1369.pdf
    22 Mar 2002: web”. Zeitschrift für Flugtechnik Motorlurftschiffahrt, Vol. 20,1929. 2Reissner, E., “On tension field theory”, Proc. ... 20, pp. 631–639, 1985. 14Adler, A.L., Mikulas, M.M., and Hedgepeth, J.M., “Staticand dynamic analysis of partially

  16. Press-in piling: Ground vibrations and noise during pile installation

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/117_DFC_2002_363_371.pdf
    6 Jun 2002: Air pressure, p (µPa) = 20 x 10(dB / 20) (1). ... 4. 20. 40. 60. 80. 100. 120. 140. 1 10 100 1000.

  17. 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.

  18. 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.

  19. TR324

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR324.pdf
    7 Oct 2002: 20 16 0.4m dia PSC hollow. Groups tied by beam. 1.0. ... 20 15 0.3m dia RCC hollow. Groups tied by beams. 1.0.

  20. 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.

  21. 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.

  22. Deployable Tensegrity Structures for Space Applications

    www-civ.eng.cam.ac.uk/dsl/publications/TibertDocThesis.pdf
    30 Jul 2002: 42. Abbreviations. ACeS Asia Cellular Satellite, p. 20. ADAM Able Deployable Articulated Mast, p. ... 18. LaRC NASA Langley Research Center, p. 20. LDR Large Deployable Reflector, p.

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.