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51 - 59 of 59 search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk where 0 match all words and 59 match some words.

  1. Results that match 1 of 2 words

  2. Natural Frequency of a Horizontal Soil LayerPart II: Saturated ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR273.pdf
    17 Aug 2001: A C C 3 4 3 60 E. -20 Mb=-25.5. [msec]. /. ... mms]. Max=BO.l. PPT6514.40-. 2.m-. Ml=-3.0. b-1. Max=35.6. PPT6260. ml=-0.6. 20 20 40 90 wo[m=cl.

  3. 1 1PhD student, Cambridge University, Cambridge, UK2MEng student,…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/95_DFI_2000_299_310.pdf
    6 Oct 2001: 2.30 m. Silt(B). Sand and gravel(C)3.00 m. 5.20 m. Silty sand(D). ... 9.40 m. 0 20 40 60 80 100. 1. 2. 3.

  4. The Role of Micro-Mechanics in Soil Mechanics

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR313.pdf
    15 Aug 2001: b = -0.357. b = -0.420. b = -0.343. 1 2 3 5 10 20 30 50average particle size (mm). ... 0.2. 0.51. 2. 5. 10. 20. 50fσ (MPa). mean /- 2s.

  5. report1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR177.pdf
    21 Mar 2001: 4F. Y 2L tan. 2 c2Y 2L s2Z2L Y. 20 2csYLZL 2sY0ZL 2cY0YL. ... Then we substitute. a = tan1 Y02F. YB = A. ZB Z0 =A2 Y 20.

  6. report1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR170.pdf
    21 Mar 2001: Equilibrium in the n-direction requires (Flugge 1973, p. 20-23). 11R1. 22R2. = ... which is equivalent to. (x1 x2)2 (y1 y2)2 = (X1 X2)2 (Y1 Y2)2 (Z1 Z2)2 (2.20)Here, x1, y1, x2 and y2 are unknowns but, assuming

  7. E:CURRENT_WORKCRTS DEMONSTRATORREPORT.DVI

    www-civ.eng.cam.ac.uk/dsl/publications/CRTS2001.pdf
    21 Mar 2001: Rits. ESTEC Contract no. 11936/96/NL/FG. Release date: 20 March 2001. Abstract. ... 17. 18. 19. 20. 21. 22. 23. 24. Rm [mm]. Rr[mm] Rr = 0.4957Rm 6.7181.

  8. Numerical modelling of theelectrokinetic remediation ofheavy metal…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR292.pdf
    17 Aug 2001: The terms on the right. hand side of equation (20) are fixed, while the terms on the left hand side can be calculated for. ... increasing electro-osmotic permeability. Figures 20,21 and 22 show for ELK04 the electrical.

  9. Modelling of EmbankmentConstruction on Soft Clay in the Mk ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR303.pdf
    17 Aug 2001: 7. SWITCHBOARD. &LEDs. 1&$i?i (ELECTRICAL SLIP RINGS 11-20)3 Z”,,. c lD V M. ... i< ,,-d. T (kN/m) I(Sample width = 200 mm. 3.5 -Gauge length = 200 mmExtension rate = 1 % per min.Temperature = 20 f I “C.

  10. Centrifuge and Analytical Studies of Full HeightBridge Abutment on ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR278.pdf
    17 Aug 2001: Soil type EAE3 EAE4soft clay c, = 21.2 kN/m2 & 27.7 kN/m2 c, = 20.9 kN/m2 & 30.8 khVm2. ... over 21 days. Using wick drains, about 20% of the total excess pore pressure.

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