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SE6_P1CO.VER
www-civ.eng.cam.ac.uk/cjb/papers/p43.pdf15 Nov 2001: v = wsinφ [ z4 - Lz3 L3z ]. (1)EIy 24 12 24where. -
TechRep_1.dvi
www-civ.eng.cam.ac.uk/dsl/publications/CRTS_vibration.pdf26 Mar 2001: ModeFrequency (Hz). 6 ribs 12 ribs 24 ribs. 1 16.46 17.78 17.40. ... ModeFrequency (Hz). 6 ribs 12 ribs 24 ribs. 1 3.14 2.97 2.85. -
CUED/D-SoilsiTR290 title paae Numerical modelling of three-leg…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR290.pdf17 Aug 2001: ID-Soils/- SPUDCAN LOAD-DISPLACEMENT AND ROTATION RESPONSES 9. TR290. I. 0.24 0.16 - I I I. ... TR290. 1. 0.24 1 I I 0.16. 0.16 - 0.08. 8. -
E:CURRENT_WORKCRTS DEMONSTRATORREPORT.DVI
www-civ.eng.cam.ac.uk/dsl/publications/CRTS2001.pdf21 Mar 2001: 50 mm. 85 mm. Figure 3.4: Cylindrical mould. 22 23 24 25 26 27 28 29 30 31 3216. ... 17. 18. 19. 20. 21. 22. 23. 24. Rm [mm]. Rr[mm] Rr = 0.4957Rm 6.7181. -
Soil Grouting in theMini-Drum Centrifuge M D Bolton and ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR266.pdf22 Aug 2001: u; 24 = ulo 24,. From the principle of effective stress, we know that. ... fan. 0 21 22 23 24 25 26Time(secs). Pore Pressures in Clay. -
mc510401 229..239
www-civ.eng.cam.ac.uk/cjb/papers/p37.pdf9 Nov 2001: 24. Comitë Euro-International du Bëton. CEB-FIP ModelCode 1990ÐFinal Draft. CEB, Lausanne, Bulletin d'Information. -
E:CURRENT_WORKCRTS TECHNOLOGYREPORT.DVI
www-civ.eng.cam.ac.uk/dsl/publications/TR195.pdf5 Apr 2001: Configuration 12 13.4. 24 3.6. Circular 6 45.9. Configuration 12 12.5. ... apertures of 1, 3, 5, and 10 m, with 6, 12, and 24 ribs. -
Migration of aqueous acetoneand KC1 through E-Kaolin: minidrum…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR284.pdf17 Aug 2001: 23, #24, #25, #26, #27, #28, #29. Wednesday 28 June 95 #31, #32, #33, #34, #35(b), #37, #38, #39, #40,. ... 11.66 33.45. 14-15. 15-16. 1617. 17-1818-19. 19-2020-21. 2 l-2222-23. 23-24. 24-25. -
74913-2 253..262
www-civ.eng.cam.ac.uk/cjb/papers/p45.pdf9 Nov 2001: externally, by putting the. concrete in the compression. zone into triaxial compression, or by fibre-reinforcing it.23,24. ... University Internal Report 97/98, 1998. 24. TANIGUCHIANIGUCHI H., MUTSUYOSHIUTSUYOSHI H., KITAITA T. -
report_final.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR192.pdf21 Mar 2001: 2.24). wherefromYoung(1989p.68). I x. =. R3t. 1. 3t 2R+. t2 R2. ... The transformation of the nodal coordinates is2. 4XYZ. 35 =. 24 cos sin 0sin cos 0.
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