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frprcs9final00067
www-civ.eng.cam.ac.uk/cjb/papers/cp85.pdf26 Mar 2010: The stress steps were chosen to give failure after about 24 hours so that a daily cycle of tests could be performed. -
TR337
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR337.pdf6 Oct 2005: 23 5.8 DATA FROM IT03, EARTHQUAKE 4. 24 5.9 DATA FROM IT03, EARTHQUAKE 5. ... PS.2. Max= 3.06. Min= -154. Max= 24.1. Min= -89.7. Max= 38.2. -
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. -
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. -
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. -
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. -
t2012-023 631..631
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/212_corrigendum.pdf28 Nov 2013: 24], [26], and [28] should read:. 24 q6cu. 12. 1:35w. gM2D. -
C:\Documents and Settings\Sergio\My Documents\Papers\Wrinkled…
www-civ.eng.cam.ac.uk/dsl/publications/Barcelonapaper.pdf24 Apr 2003: λ(δ1 δ2)π. (24). Here δ1 and δ2 are the radial displacements of the corners loaded by T1 and T2, respectively;these corner displacements can be estimated from. ... The wavelength predictions are very close.The wrinkle amplitudes have been estimated -
Paper Format Guidelines
www-civ.eng.cam.ac.uk/cjb/papers/cp86.pdf30 Mar 2010: environmentaldeterioration sustained load. ACI 440 0.80 - 0.90 0.24 - 0.27. ... The amount of shift log (αT) is determined from the Arrhenius equation [24]. -
Proceedings of the Institution of Civil Engineers Geotechnical…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/218.pdf28 Nov 2013: Similarly, Equation 24 becomes. Qb 60 þ 16:1L27:. The revised ULS criterion then demands. ... would influence the operational shear strength, owing to the test. duration ratio being of the order of 24.
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