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Centrifuge and Analytical Studies of Full HeightBridge Abutment on ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR278.pdf17 Aug 2001: Page 3. Hf. Hr. HP. h. IP. Ka. K,. KP. KR. ... versus depth for EAE3 & 4 in Figs 4.24 dz 4.25 respectively. -
Bolton, M. D. & Powrie, W. (1987). GCorechnique 37, ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/15_Geotechnique_No37_Is3_335_353.pdf6 Jan 2004: tKP -3K’h+’ (h zP)3. Wp - Ka)e’zp 2. 01. (h Q3Cr W, - l)y,'l - (h zJ3y;(K, - K,) _d2 W 24. ... 12.9m. 6.9m. Fig. 24. Idealized sliding wedge, test DWC 07. R S01l reactnon u Water thrust.
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