4.6 Article

A Data-Driven Method for Identifying Drought-Induced Crack-Prone Levees Based on Decision Trees

期刊

SUSTAINABILITY
卷 14, 期 11, 页码 -

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MDPI
DOI: 10.3390/su14116820

关键词

drought; levees; hydrology; machine learning

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This study aims to identify factors affecting susceptibility to drought-induced cracking in levees and uses them to build a machine learning model. Key relationships between crack size and moisture content were observed, showing low moisture content as an important driver in cracking. Various factors including precipitation, evapotranspiration, soil type, and soil stiffness were proposed to affect cracking susceptibility, with cumulative precipitation deficit being most associated with crack occurrence. Model tree algorithms were used to predict cracking likelihood, with factors like peat thickness, soil stiffness and levee orientation deemed important for determining crack-proneness.
In this paper, we aim to identify factors affecting susceptibility to drought-induced cracking in levees and use them to build a machine learning model that can identify crack-prone levees on a regional scale. By considering the key relationship between the size of cracks and the moisture content, we observed that low moisture contents act as an important driver in the cracking mechanism. In addition, factors which control the deformation at low moisture content were seen to be important. Factors that affect susceptibility to cracking were proposed. These factors are precipitation, evapotranspiration, soil subsidence, grass color, soil type, peat layer thickness, soil stiffness and levee orientation. Statistics show that the cumulative precipitation deficit is best associated with the occurrence of the cracks (cracks are characterized by higher precipitation deficits). Model tree classification algorithms were used to predict whether a given input of the factors can lead to cracking. The performance of a model predicting long cracks was evaluated with a Matthews correlation coefficient (MCC) of 0.31, while a model predicting cracks in general was evaluated with an MCC of 0.51. Evaluation of the model trees indicated that the peat thickness, the soil stiffness and the orientation of the levee can be used to determine crack-proneness of the levees. To maintain validity and usefulness of the data-driven models, it is important that asset managers of levees also register locations on which no cracks are observed.

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