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 - 9 of 9 search results for b&b |u:www-civ.eng.cam.ac.uk

  1. Fully-matching results

  2. Re-appraisal of Terzaghi’s soil mechanicsAndrew Schofield, Emeritus…

    www-civ.eng.cam.ac.uk/geotech_new/people/ans/ans-Istanbul-5.ppt
    17 Sep 2001: Choice between two liquefaction hypotheses B. B Casagrande Buenos Aires. Even a dense sand if heavily loaded can liquefy. ... Reject both A and B. Sand yields, it is stable, on the wet side of critical states.

  3. report1.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/TR177.pdf
    21 Mar 2001: 12. 2.6 Projections of circular conguration onto (a) global plane; (b) localplane. ... β. (b). B. R. D. C. D. B CO. (a). 2 R.

  4. 1 INTRODUCTION Many macroscopic phenomena of granular media are ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/106_ICMGM_2001_69_72.pdf
    6 Oct 2001: A. 0MPa B. 0.63MPa C. 5.58MPa. D. 0.59MPa E. 5.92MPa F. ... Particle Radius (µm). Virgin D10. Virgin D50. Virgin D10. a. Pile test, element B b.

  5. Stress wave propagationin a centrifuge model S.P.Gopal Madabhushi…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR272.pdf
    22 Aug 2001: Schofield, A.N.,(1981), Dynamic and EarthquakeProc. Recent Advances in Cieotech. Earthquake B. ... 4. -cc. b. B =Verticallypropagating Sh WavesBed rock motion. Slip along aFault plane.

  6. 1 INTRODUCTION 1.1 Predicting pile behaviour The axial capacity ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/122_ICPMG_2002_649_654.pdf
    14 Dec 2001: Stroud (1971) and Lee (1990) present data for Leighton Buzzard fraction B silica sand. ... B. h. ‘far’ ‘near’. 1.5Β3.5Β. Silica sandCarbonate sand. ‘far’. ‘near’. ‘near’.

  7. The Study ofRelative Density and Boundary Effects for Cone ...

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR256.pdf
    22 Aug 2001: The. tests were preformed using cones with different diameters B in calibration chambers with. ... 40 60. Diameter ratio, D/B. (b). 80 100. Figure 14: Relationship between qc and diameter ratio, $$.

  8. CUED/D-SoilsITR289 title paqe Drum centrifuge study ofthree-leg…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR289.pdf
    17 Aug 2001: spudcan penetration vSpUD divided by spudcan diameter B. In Figures 8(a,b),. ... moment-rotation responses for the spudcans, where Ahi/B is the change of.

  9. Dynamic Response of theEquivalent Shear Beam (ESB) Container S.P.G.…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR270.pdf
    22 Aug 2001: 6 6 04 1iT dural base plate. r u b b e rm dural. ... msec]. 2. OZ. - 2. Max=1 6.6. Ml=-17.0. Mox=B. 1.

  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: B.M. (MNm) Pile head displ. (mm)125 wks. later. 11.98. 10.03. 12.26. ... Test No. Average max. B.M. (MNm) Pile head displ. (mm)End of const.

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.