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Lrs Vs 01.~ 01 I ~ I I ~l ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR06.pdf7 Jul 2009: Z 20 2tt" j! 04<.(). 2. 00. Fig.7. Model earth pressure apparatus and recording. ... 180. 160. DENSE SAND V -a- 20".140. l'120 t H. t 110. -
Data Report Of Three Dynamic Centrifuge Model Test On ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR206.pdf27 Jan 2009: perpendicular to. shaking). 00 25 240. ACC 3478. Pile Cap (vertical) 20 00 260. ... 0399 L VDT7448 mm, PAP. 1000, PAP -.0579 mm/div. ACC27 20.0. -
[doi: 10.1680/geot.2008.58.9.693] 693 Introduction for the 46th…
www-civ.eng.cam.ac.uk/geotech_new/people/mair/Rankine%202006.pdf27 Jan 2009: 0. 1000. 2000. 3000. 4000. 5000. 0 20 40 60 80 100Time: days. ... 0 05 10 15 20 25 30 35 40Distance behind face: tunnel diameters.
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