Resilience model for coastal-building foundations with time-variant soil strength due to water intrusion in a changing climate

WANG Cao; AYYUB B. M.; KUMARI W. G. P.

doi:10.16285/j.rsm.2022.00241

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Resilience model for coastal-building foundations with time-variant soil strength due to water intrusion in a changing climate

更新时间：2026-06-25

- Resilience model for coastal-building foundations with time-variant soil strength due to water intrusion in a changing climate
- Vol. 44, Issue 1, Pages: 67-74(2023)
- 作者机构：
  
  1. 伍伦贡大学土木、采矿与环境学院,伍伦贡,澳大利亚
  2. 马里兰大学土木与环境工程学院,马里兰,美国
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2022.00241
  CLC： TU470
- Online First：12 January 2023，
  
  Published：2023
- 稿件说明：
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WANG Cao, AYYUB B. M., KUMARI W. G. P.. Resilience model for coastal-building foundations with time-variant soil strength due to water intrusion in a changing climate[J]. 2023, 44(1): 67-74.
DOI：

WANG Cao, AYYUB B. M., KUMARI W. G. P.. Resilience model for coastal-building foundations with time-variant soil strength due to water intrusion in a changing climate[J]. 2023, 44(1): 67-74. DOI： 10.16285/j.rsm.2022.00241.

摘要

海平面上升导致的地下水入侵沿海地区的建筑地基造成显著风险。提出了一个考虑地下水侵入导致土壤强度退化的沿海建筑地基韧性模型。该模型由地基的性能函数在服役期内的积分得到。考虑条形基础的韧性，其极限承载力由Terzaghi公式描述。韧性模型考虑气候变化背景下地下水位的上升对土壤强度的影响。通过一个算例，展示了所提出的韧性模型的适用性。结果表明，如果不考虑气候变化影响下地下水位的上升，则会得到不保守的结构韧性评估结果。结构全寿命周期内的韧性也取决于所采用的维护措施（即，修复受损的结构性能）。未来的研究中，还应考虑其他因素（如锈蚀）对沿海建筑地基性能退化的联合影响。

Abstract

Groundwater inundation as a consequence of sea level rise triggers significant risks for building foundations in coastal areas. This paper presents a framework to model the resilience of coastal-building foundations in the presence of soil strength deterioration due to water intrusion. The resilience model is mathematically based on the integration of the time-variant performance function within a reference period of interest. A strip foundation is considered

whose ultimate bearing capacity is modeled by the Terzaghi trinomial formula. The rise of groundwater table reduces the strength of soils

and the impact of climate change on groundwater level rise is incorporated in the resilience assessment. An example is presented to demonstrate the applicability of the proposed framework. It is shown that ignoring the effect of groundwater level rise in a changing climate would result in a non-conservative estimate of structural resilience. The life-time resilience is also dependent on the selection of the maintenance strategies

through which the performance function is restored to an enhanced state. Future studies should also consider the joint impact of other factors (e.g.

corrosion) on the deterioration of coastal-building foundations.

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