In Chap. 4 , the authors considered predictions of reinforcement tension in a piled embankment based on British standard BS 8006 published in 2010 and the 2012 amended version, and compared the results with finite-element model predictions.

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Reinforced Piled Embankment with Subsoil in Plane Strain and Three-Dimensional Conditions

  • Yan Zhuang

摘要

In Chap. 4 , the authors considered predictions of reinforcement tension in a piled embankment based on British standard BS 8006 published in 2010 and the 2012 amended version, and compared the results with finite-element model predictions.