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[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: 698 MAIR. lines representing the lining response, with slope Ka/Eu, areshown with a slope of 20, which is typical for many tunnellinings in stiff clays. ... The tunnel was4.1 m in diameter at a depth of 24 m, and the measurementswere made by means of rod -
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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