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Publications / Presentations
www-civ.eng.cam.ac.uk/geotech_new/people/lynch/pubrl.html7 Mar 2002: 20. R J Lynch, G Measures and J T Hann, "The use of a practical interpretive solvent optimisation system in method development" presented at the Amsterdam International Chromatography Symposium, 1990. -
poster
www-civ.eng.cam.ac.uk/dsl/wrinkling/poster_2002.pdf29 Jan 2002: 16. 18. 20. Shear angle, γ. λ (m. m). Eq. 10ABAQUSTest 1Test 2. -
D:\Current_work\Stiffened Springback ESTEC\paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/springback_paper.pdf27 Aug 2002: 0 20 40 60 80 100 1200. 0.5. 1. 1.5. 2. ... 0 20 40 60 80 100 120 1400. 0.5. 1. 1.5. -
LATERAL SPREADING OF SLOPES
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR317.pdf28 Feb 2002: The final measured. ground displacement was 20 mm (1 m at prototype scale). ... 0. 20. 40. kPa. TEST SKH10. FLIGHT 1. Scales: Model. ShortTerm Time Records. -
D:CURRENT_WORKTSR HINGEPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/TSR_hinge.pdf21 Jan 2002: 0.07 -0.06 -0.05 -0.04 -0.03 -0.02 -0.01 0 0.01-24. -20. ... 0.05 -0.04 -0.03 -0.02 -0.01 0-20. -18. -16. -14. -12. -
Centrifuge Modelling of Upheaval Buckling
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR314.pdf8 May 2002: H/D. P/γ γγγ'H. D. 0-20%. 20-50%. 50-80%. Data from Matyas & Davis, 1982; Trautmann et al, 1985; Schaminee et al, 1990; Ng & Springman, 1994; Barefoot, 1998. ... Mechanism Tests. -10. 0. 10. 20. 30. 40. 50. 60. 0 5 10 15 20 25 30. -
D:\Papers\Amplitude_of_wrinkles\paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/amplitude_of_wrinkles.pdf3 Jun 2002: ξ =γ. 2+. 12. (w. ξ. )2(20). Thus, ξ also is not constant, and hence the average strain energy ofstretching, Us, over a wrinkle is given by. ... 20, 200–207, 227–233, 256–262, 279-284. Wong,Y.W. (2000) Analysis of Wrinkle Patterns in -
D:CURRENT_WORKMEMBRANE VIBRATION IN AIRSDM PAPERSDM_PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1368.pdf18 Feb 2002: ks = 2π. 1. λ2sx+. 1λ2sy. (20). and the corresponding natural frequency of vibrationin vacuum from Equation (6). ... apply-ing bi-axial uniform prestress of 20 N/m to allmembrane elements. • -
K:PAPERSSPRINGBACK DESIGNPAPERSDM-PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1498.pdf18 Feb 2002: 0 20 40 60 80 100 1200. 0.5. 1. 1.5. 2. ... 0 20 40 60 80 100 120 1400. 0.5. 1. 1.5. -
LATERAL SPREADING OF SLOPES
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR318.pdf4 Mar 2002: 10 PPT6672 256 122 5 PPT6675 380 190 50 PPT6679 200 130 20. ... 0. 10. 20. g. TEST SKH14. FLIGHT 1. Scales: Model. ShortTerm Time Records.
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