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gt490110 133..141
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/77_Geotechnique_No49_Is1_133_141.pdf5 Jan 2004: 3.528.5 27.5 26.5 25.5 24.5. Ln[A /A]. Ln[. tota. l pre. ... u u0 (1 ÿâ)Ä p (24)The relationship between effective and total stresspaths is sketched in Fig. -
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. -
Murphey and Pellegrino, NEM, AIAA-2004-1528, Rev 10
www-civ.eng.cam.ac.uk/dsl/publications/Actuated_tape_spring_SDM.pdf19 Apr 2004: cossin. ψψ. =. b (24). where ψ is the angular orientation of b and ranges π. ... Expanding Equation (23) with Equation (24) and writing the result in matrix form gives the stiffness in the ψ direction TKψ = b Kb (25) where. -
Evaluation of Shear Modulus and Damping in Dynamic Centrifuge ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR336.pdf12 Oct 2004: The Hardin &. Drnevich expression yields 24 MPa which, as with the sands, would have been too stiff. ... 24. CUED/D-SOILS/TR336. 17. LoPresti, D.C.F., Jamiolkowski, M., Pallara, O., Cavallaro, A. & -
D:\Papers\Bistable prestressed shells\Paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Kebadze-Guest-Pellegrino_revised.pdf17 Feb 2004: 4Test. -4-21 23 -24. Analysis -26 24 -26. 5Test. -3.2-18 36 -22. ... shell; the configurations (b-d) are unstable. 24. Figure 3: Sliced-up shell. -
OTC 16845 Centrifuge Model Tests on Anchor Piles for ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/142_OTC_16845.pdf2 Feb 2004: The centrifuge gravity level was increased in stages to 100g, and the clay was allowed to re-consolidate at 100g for approximately 24 hours. ... Height of load line above clay surface. 24′ 7′′ 26′ 3′′ 27′ 3′′ 27′ 3′′. -
C:\Documents and Settings\Sergio\My…
www-civ.eng.cam.ac.uk/dsl/publications/Space-Frames_SDM_paper.pdf30 Mar 2004: W = PE δwsin2θcosθ. (23). But, since. φ =π. 2 2θ (24). -
gt470211 347..352
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/62_Geotechnique_No47_Issue5_347_352.pdf5 Jan 2004: TECHNICAL NOTE. Geotechnical properties of fresh cement groutÐpressure ltrationand consolidation tests. M. D. B O LT O N a n d J. D. M C K I N L E Y. KEYWORDS: compressibility; consolidation; constitu-tive relations; grouting; laboratory tests; -
SDM04.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Ultrathin_antennas_Paper.pdf31 Mar 2004: Resulting in λ = 7.11 104and a corresponding fundamental natural frequency of0.24 Hz.†. -
Bolton, M. D. & Powrie, W. (1988) GLmechnique 38, ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/19_Geotechnique_No38_Is2_167_189.pdf6 Jan 2004: The broad replication of stress magnitudes and stress paths permitted the full representation of wall deformation, soil strain and swelling, completing a 50 year full-scale lifespan in under 24 hours ... prCform8e. La reproduction essentielle des valeurs
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