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The significance of the pre-overburden pressure in the calculation of settlement of a highly skewed bridge abutment part of a motorway in Western Sydney on a heavily overconsolidated base is evaluated. The uncertainty linked to the linear-elastic moduli considered in the method of layerwise summation is controlled through calibration against settlement monitoring.

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Calibration and Verification of Methods for Calculating Settlement of Heavily Overconsolidated Foundations

  • 会议论文

  • 发表日期：

    2025年

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  • Muliadi Merry,
  • Ramesh Gedela

摘要

The significance of the pre-overburden pressure in the calculation of settlement of a highly skewed bridge abutment part of a motorway in Western Sydney on a heavily overconsolidated base is evaluated. The uncertainty linked to the linear-elastic moduli considered in the method of layerwise summation is controlled through calibration against settlement monitoring.