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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. -
10853_2006_1360_42_8-web 2867..
www-civ.eng.cam.ac.uk/cjb/papers/p58.pdf10 Sep 2008: 747 22,000 93,600 92.36 1.8 13.70 2.6337 0.658 24,800 77,000 88.54 2.4 13.87 2.5. ... Temperature (C) k1 for PET1(1/day) 10–6. k1 for PET2(1/day) 10–6. 50 0.186 0.38870 1.480 3.92085 11.50 24.60. -
jbmr0811763 1808..1818
www-civ.eng.cam.ac.uk/cjb/papers/p66.pdf19 Mar 2010: measurement in the biopsy samples, and there was nosignificant effect of case-ness (n = 39, r2adj = 0.24). ... J Bone Joint Surg Am58:82–86. 24. Carter DR, Hayes WC 1977 The compressive behavior ofbone as a two-phase porous structure. -
ACM-186
www-civ.eng.cam.ac.uk/cjb/papers/cp67.pdf20 Jul 2004: The motorway has 3 lanes in each direction, of which 2 were assumed closed between 0:00-6:00 and 19:00-24:00, and one from 6:00-16:00, ... 5. 0 5 10 15 20 24. -4.5. -4. -3.5. -3. -
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. -
report1.dvi
www-civ.eng.cam.ac.uk/dsl/publications/TR170.pdf21 Mar 2001: TB =. 1. 24. 24b1 0 b2 0 b3 00 c1 0 c2 0 c3c1 b1 c2 b2 c3 b3. ... Figure 3.2: Equilibrium surface. 24. 0.2 0.1 0 0.1 0.2. 0.1. -
D:\Papers\Optimization cover plates\cover-plates-paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/cover-plates-paper.pdf10 Jan 2004: US Patent,. 4,942,700. July 24, 1990. [5] Hoberman C. Radial expansion/retraction truss structures. ... mization. International Journal for Numerical Methods in Engineering 1987, 24:359–. 373. -
Centrifuge modelling ofinertial loading and pore pressure effects…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR281.pdf17 Aug 2001: centrifuge model earthquakes. Ph.D. Thesis. Cambridge University, U.K., pp. 24-39. Pilgrim, N.K. -
254_2006_603_52_8-web 1595..160
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/179.pdf3 Aug 2011: J. Lynch Æ M. D. Bolton ÆR. N. Taylor. Received: 18 September 2006 / Accepted: 28 November 2006 / Published online: 24 January 2007 Springer-Verlag 2007. ... for example in ethyl alcohol the double layer is re-. duced by a factor of (24.3/80)0.5 or -
LATERAL SPREADING OF SLOPES
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR318.pdf4 Mar 2002: 4.5 Test SKH-17 The results of test SKH-17 are plotted in Figures 21-24. ... PPT2259. PPT6669. PPT6794. PPT6260. Max= 7.18. Min= 4.92. Max= 64.1. Min= 24.2. -
TOWER CONSTRUCTIONON LAYERED GROUND Data of beam centrifuge tests ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR261.pdf29 Aug 2001: 7. Tower Construction. (52kPa) for about 24 hours. The stre;s on the clay was then doubled every day until a uniform. ... Each of these 3 data sets are divided as. follows: From the start of each record YO shortly after 02:24 are the data caused by the -
t08-041 744..749
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/186.pdf21 Jul 2008: Received 14 January 2008. Accepted 24 March 2008. Published on the NRC Research Press Web site at cgj.nrc.ca on 29 May 2008. -
ACMBS5 final
www-civ.eng.cam.ac.uk/cjb/papers/cp81.pdf25 Aug 2008: 5th International Conference on Advanced Composite Materials in Bridges and Structures (ACMBS‐V). Winnipeg, Manitoba, Canada / September 22 – 24, 2008 . SIM TEST RESULTS FOR ARAMID FIBRES Ioannis P. ... The temperature steps were -
ABD Matrix of Single-Ply Triaxial Weave Fabric Composites A.B.H. ...
www-civ.eng.cam.ac.uk/dsl/publications/ABD%20matrix.pdf5 Apr 2007: lx ly (24). The outcome of this calculation is. . Nx. -
Granular Matter (2010) 12:477–482DOI 10.1007/s10035-010-0212-9…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/203.pdf3 Aug 2011: A. Bagnold. J. FluidMech. 452, 1–24 (2002). doi:10.1017/S0022112001006577. 11. Itasca Consulting Group : P F C 3 D Version 3.1 User’s Manual.Itasca Consulting Group, Minneapolis -
D:\Papers\Low-cost hinge report\report.dvi
www-civ.eng.cam.ac.uk/dsl/publications/report.pdf12 Jul 2002: 24. 4.4 Equation for ϑ1maxIn this case, the rotations vary approximately in a logarithmic manner. ... X. Z. tape measures. original positions. K zz. 1. Figure 5.24: Definition of extensional stiffness in z-direction. -
746 McMahon, B. T. et al. (2013). Géotechnique 63, ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/224.pdf28 Nov 2013: r2. a2þ z. 2. b2 1 (24). where a. b.The focal radius of an ellipse can be expressed as. ... b2 a2 r2f a rhð Þ2. rf rhð Þ2(27). Substituting equation (27) into the general ellipse expression(equation (24)) produces a quartic equation in terms of -
AIAA 2004-1529Multi-Configuration Space FramesT. Schioler and S.…
www-civ.eng.cam.ac.uk/dsl/Schioler/publications/SDM2004.pdf30 Jan 2005: W = PE δwsin2θcosθ. (23). But, since. φ =π. 2 2θ (24). -
Particle Shape Characterisationusing Fourier Analysis Elisabeth T.…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR315.pdf17 Aug 2001: respectively, for the complex Fourier analysis’. (c) I- 24 Fourier descriptors. ... 64 -56 -48 -40 -32 -24 -16 - 8 0 8 16 2 4 3 2 40 4 8 5 6 6 4. -
Proceedings of the Institution of Civil Engineers Geotechnical…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/218%20corrigendum.pdf28 Nov 2013: On page 243 line 24 equation 40 not 39 should be referred to.
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