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雅典卫城阿格里帕纪念碑地基稳定性的岩土工程评估。

Geotechnical Assessment of Foundation Stability for Preserving the Agrippa Monument at the Acropolis of Athens.

作者信息

Marinos Vassilis, Prountzopoulos Georgios, Papouli Dimitra, Michalopoulou Dionisia, Eleftheriou Vassiliki

机构信息

School of Civil Engineering, Geotechnical Division, National Technical University of Athens, 15780 Athens, Greece.

Independent Geotechnical & Tunnel Engineering Consultant, N. Erythraia, 14671 Athens, Greece.

出版信息

Sensors (Basel). 2025 Jan 2;25(1):219. doi: 10.3390/s25010219.

DOI:10.3390/s25010219
PMID:39797010
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC11723422/
Abstract

This study focuses on the geotechnical evaluation of the foundation conditions of the Agrippa Monument at the Acropolis of Athens, aiming to propose interventions to improve stability and reduce associated risks. The assessment reveals highly uneven foundation conditions beneath the monument. A thorough collection of bibliographic references and geotechnical surveys was conducted, classifying geomaterials into engineering-geological units and evaluating critical parameters for geotechnical design. Geotechnical models were developed and 3D finite element analyses were performed. The qualitative evaluation of the foundation under static conditions indicates no immediate risk of failure, as no accelerated movement has been observed and the monument's tilt remains well below critical values. Time-dependent settlements are not expected from any clay layers in the artificial fills. However, further soil compaction could occur due to seismic events, water action (causing erosion or voids), or changes in the monument's weight or tilt under static conditions. The study also proposes instrumental monitoring, foundation soil improvement, and water management strategies to enhance the monument's stability and mitigate potential risks.

摘要

本研究聚焦于雅典卫城阿格里帕纪念碑基础条件的岩土工程评估，旨在提出改善稳定性及降低相关风险的干预措施。评估显示纪念碑下方的基础条件极不均匀。开展了全面的文献资料收集和岩土工程勘察，将岩土材料划分为工程地质单元，并评估了岩土工程设计的关键参数。建立了岩土模型并进行了三维有限元分析。在静态条件下对基础的定性评估表明不存在立即发生破坏的风险，因为未观察到加速移动，且纪念碑的倾斜度仍远低于临界值。预计人工填土中的任何粘土层都不会产生随时间变化的沉降。然而，由于地震事件、水的作用（导致侵蚀或空洞）或纪念碑在静态条件下重量或倾斜度的变化，可能会发生进一步的土壤压实。该研究还提出了仪器监测、基础土壤改良和水管理策略，以增强纪念碑的稳定性并减轻潜在风险。

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https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e0c8/11723422/19d19384b674/sensors-25-00219-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e0c8/11723422/7c164295cdcd/sensors-25-00219-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e0c8/11723422/499c7cc65e97/sensors-25-00219-g012.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e0c8/11723422/bd78283008b6/sensors-25-00219-g013.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e0c8/11723422/bb705895ff49/sensors-25-00219-g014.jpg
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