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18 Feb 2002: vertically, away from the membrane.From Equations (9) and (12), for ks > ka p has theexpression. ... For ks > ka Equations (9) and (11) give. p(ξ, t) = p̃eiωteiksξ (29).

27 Jan 2009: N 3. N 4N 5. N 6. Slope /Ka Eu. 6. ... 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.

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6 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).

6 May 2004: 5] Seffen KA, Pellegrino S. “Deployment dynamics of tape springs”. Proceedings of the RoyalSociety of London, Part A, 1999;455:1003-1048.

19 Mar 2010: Bone 14(Suppl 1):s51–s56. 53. Dretakis EK, Steriopoulos KA, Kontakis GM, Giaourakis G,Economakis G, Dretakis KE 1998 Cervical hip fractures donot occur in arthrotic joints.

3 Aug 2011: plakton (NP), foraminifera (F); and smectite (Sm) and kaolin (Ka). These images show that the location ‘B’ sample contains a significant.

17 May 2005: Mat-sumoto7 has also shown that triaxially woven CFRPcomposites have on the whole, good RF characteristicsfor reflectors operating up to Ka-band (30 GHz), withnear zero CTE.

28 Nov 2013: Ka coefficient of earth pressure at active failure. state. Ko coefficient of earth pressure at rest.

6 Oct 2001: σ' hC = Ka σ' vCKa = (1- sin φ) / (1- sin φ).