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Title: "Press-in Piling: The installation of instrumented steel…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/104_DFP_2001_199_208.pdf6 Oct 2001: Since Ka is typically 0.25-0.3, a driving shoe might be expected to reduce internal shaft friction by a factor of 2-4. ... σ'. τ'. σ’hC = Ka σ’vCKa = (1- sin φ) / (1 sin φ). -
1 1PhD student, Cambridge University, Cambridge, UK2MEng student,…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/95_DFI_2000_299_310.pdf6 Oct 2001: σ' hC = Ka σ' vCKa = (1- sin φ) / (1- sin φ). -
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.
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