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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. 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.

  3. 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.

  4. 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.

  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. 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. 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.

  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. 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.

  10. 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).

  11. 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.

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