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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. RE-APPRAISAL OF TERZAGHI’S SOIL MECHANICS

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR316.pdf
    17 Aug 2001: A standard cone has 80 grams mass. The standardLiquid Limit wL is the water content such that the 80 gram cone penetrates 20 mm into the paste.Undergraduate teaching in Cambridge ... Vol. Weight ln 20 ln d mmFig. 6a Fig 6b. water content w 1 Site wP w wL

  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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