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  2. Proceedings of the Institution of Civil Engineers Geotechnical…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/218%20corrigendum.pdf
    28 Nov 2013: On page 243 line 24 equation 40 not 39 should be referred to.
  3. Proceedings of 30th International Conference on Ocean, Offshore and…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/209.pdf
    3 Aug 2011: These observations are consistent with thosemade by [24] who considered the importance of soil fabric onsoil properties. ... 431–441. [24] Rowe, P. W., 1972. “The relevance of soil fabric to siteinvestigation practice”.
  4. A Thermally Controlled TestChamber for Centrifuge and Laboratory…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR296.pdf
    17 Aug 2001: After 24.5 hours the compressed air supply was turned off, resulting in a slow butsteady increase in the inner tub temperature over the next 25 hours. ... TlwrrtumS 40 30 20 10 0 -10 -20 90&tuntton 37 24 15 9 6.5 3.2 1.8 1.0'SatlJntion Moillure calbrlt
  5. i GEOCRISP - A Version of CRISP93for Geosynthetic-Soil Applications…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR288.pdf
    17 Aug 2001: po-YE 36 -. i 3 2 -& _t _P-I0, 24 -:: -. --- __l_-_-----.--.l_. - -._.->. /. Technical Report No. CUED/D-SoiWTR288 Sharma I.,. ... it will not produce. 1 1. hm,=. o:(l+ e) (24). The co-efficient of volume change depends on the void ratio as well as the
  6. Murphey and Pellegrino, NEM, AIAA-2004-1528, Rev 10

    www-civ.eng.cam.ac.uk/dsl/publications/Actuated_tape_spring_SDM.pdf
    19 Apr 2004: cossin. ψψ. =. b (24). where ψ is the angular orientation of b and ranges π. ... Expanding Equation (23) with Equation (24) and writing the result in matrix form gives the stiffness in the ψ direction TKψ = b Kb (25) where.
  7. Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Tue, 02…

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/208.pdf
    2 Aug 2011: 04 12 24. Fig. 9. Comparison between load – settlement response withload – relative settlement response of a footing on sand at 1gwith o 10 kPa. ... Footing : particle size ratios between 24 and 1183,and container : footing diameter ratios between
  8. LIQUEFACTION AND DAM FAILURES B. Mubnmthan’ and A.N.Schofield’…

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR310.pdf
    17 Aug 2001: 24. Critical state soil mechanics associates rapid geotechnical disasters with soil on. ... 25. Leonards. G.A. (Ed.) (1986). “Special issue on Dam failures.” Engineering Gcoo:,24( 1-4).
  9. Murphey et al AIAA-2003-1829 Traveler-ARM

    www-civ.eng.cam.ac.uk/dsl/publications/Murphey_AIAA_Traveler-ARM.pdf
    17 Feb 2003: α. α. =. =. (24). where I is the rotational inertia of a link. ... Again, the equation gives the average acceleration at time t. Equations (22) and (24) form a linear system of six equations with six unknowns.
  10. Analysis of Earthquake Motions

    www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR312.pdf
    17 Aug 2001: Station N-S E-W U-D Epicentral DistanceARC 0.92 0.41 0.35 35CNA 0.77 0.41 0.24 105BUR 0.44 0.31 0.2 130. ... respectively. 24. (N-S). (E-W). (U-D). Figure 3.4.3 Wavelet analysis of ARC signal.
  11. Osman, A. S., Bolton, M. D. & Mair, R. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/177.pdf
    16 Nov 2006: At the end of this step of calculation the equivalent tunnel diameterfrom equation (9) will be 4.24 m. ... The energy calculation is repeatedin the further steps as requested, with VL 2% and D 4.24 m, etc.

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