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      =1-0.5 =1-0.5 =0.86

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      =1-0.5 =1-0.5 =0.86
      BookGeotechnical Engineering

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      Edition 1st Edition
      First Published 2003
      Imprint CRC Press
      Pages 2
      eBook ISBN 9780429175671
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      ABSTRACT

      Iz = 0 at z = H = 16 m below base level of the foundation. The distribution of Iz is given in Fig. Ex. 13.11. The equation for settlement is

      [ qf ] [2 x 16.5]where C1 =1-0.5 ~ =1-0.5 =0.86qn 120

      C2 = 1+0.210g[-t-] = 1+ 0.2 log[2-] = 1.30.1 0.1 where t = 3 years.

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