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11 - 20 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. 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.

  3. 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).

  4. 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

  5. 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.

  6. 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

  7. 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.

  8. 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.

  9. 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.

  10. 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.

  11. 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.

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