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Deployable Tensegrity Structures for Space Applications
www-civ.eng.cam.ac.uk/dsl/publications/TibertDocThesis.pdf30 Jul 2002: K-band 18–27 GHz. Ka-band 27–40 GHz. Millimetre wave band 40–300 GHz. -
A new design method for retaining walls in clay ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/145_CanGeoJournal_2004_Vol41_No3_451_466.pdf18 Jan 2006: 1981), the net passive pressure under the excava-tion level is calculated from the net pressure coefficient(Kp – Ka) divided by a factor Fr (Ka and Kp are Rankineactive and passive -
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. -
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.
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