{"title":"基于gis的区域土壤干裂敏感性模糊综合评价模型的建立","authors":"Ting Wang, Chao-Sheng Tang, Zhi-Xiong Zeng, Ben-Gang Tian, Jin-Jian Xu, Qing Cheng, Zheng-Tao Shen, Xiao-Hua Pan","doi":"10.1007/s10064-025-04325-9","DOIUrl":null,"url":null,"abstract":"<div><p>Soil desiccation cracking can detrimentally influence the soil mechanical and hydraulic properties and reduce slope soil stability. However, existing studies primarily focused on experimental scale investigations, and there was a lack of quantitative assessment at a regional scale that accounts for multiple influencing factors. In this study, a soil desiccation cracking susceptibility assessment model was developed based on 11 meteorological sensitivity and soil sensitivity indicators by incorporating the experimental findings, unitizing the fuzzy comprehensive evaluation and geographic information system (GIS). The model was validated using a receiver operating characteristic (ROC) curve based on field inventory data, and applied to assess the regional susceptibility of soil cracking in Nanjing, Jiangsu Province, China. The results indicate that approximately 44.8% of the study area exhibits moderate susceptibility, predominantly in the northern, northwestern, and central regions. The model achieves an area under the ROC curve (AUC) of 0.734, demonstrating its capability in quantifying soil cracking susceptibility. This study provides a novel framework for large-scale soil cracking susceptibility assessment, and critical spatial information for risk evaluation of slope stability under future extreme climatic conditions.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 6","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2025-05-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Development of regional soil desiccation cracking susceptibility assessment model using GIS-based fuzzy comprehensive evaluation\",\"authors\":\"Ting Wang, Chao-Sheng Tang, Zhi-Xiong Zeng, Ben-Gang Tian, Jin-Jian Xu, Qing Cheng, Zheng-Tao Shen, Xiao-Hua Pan\",\"doi\":\"10.1007/s10064-025-04325-9\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>Soil desiccation cracking can detrimentally influence the soil mechanical and hydraulic properties and reduce slope soil stability. However, existing studies primarily focused on experimental scale investigations, and there was a lack of quantitative assessment at a regional scale that accounts for multiple influencing factors. In this study, a soil desiccation cracking susceptibility assessment model was developed based on 11 meteorological sensitivity and soil sensitivity indicators by incorporating the experimental findings, unitizing the fuzzy comprehensive evaluation and geographic information system (GIS). The model was validated using a receiver operating characteristic (ROC) curve based on field inventory data, and applied to assess the regional susceptibility of soil cracking in Nanjing, Jiangsu Province, China. The results indicate that approximately 44.8% of the study area exhibits moderate susceptibility, predominantly in the northern, northwestern, and central regions. The model achieves an area under the ROC curve (AUC) of 0.734, demonstrating its capability in quantifying soil cracking susceptibility. This study provides a novel framework for large-scale soil cracking susceptibility assessment, and critical spatial information for risk evaluation of slope stability under future extreme climatic conditions.</p></div>\",\"PeriodicalId\":500,\"journal\":{\"name\":\"Bulletin of Engineering Geology and the Environment\",\"volume\":\"84 6\",\"pages\":\"\"},\"PeriodicalIF\":3.7000,\"publicationDate\":\"2025-05-06\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Bulletin of Engineering Geology and the Environment\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s10064-025-04325-9\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, ENVIRONMENTAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-025-04325-9","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
Development of regional soil desiccation cracking susceptibility assessment model using GIS-based fuzzy comprehensive evaluation
Soil desiccation cracking can detrimentally influence the soil mechanical and hydraulic properties and reduce slope soil stability. However, existing studies primarily focused on experimental scale investigations, and there was a lack of quantitative assessment at a regional scale that accounts for multiple influencing factors. In this study, a soil desiccation cracking susceptibility assessment model was developed based on 11 meteorological sensitivity and soil sensitivity indicators by incorporating the experimental findings, unitizing the fuzzy comprehensive evaluation and geographic information system (GIS). The model was validated using a receiver operating characteristic (ROC) curve based on field inventory data, and applied to assess the regional susceptibility of soil cracking in Nanjing, Jiangsu Province, China. The results indicate that approximately 44.8% of the study area exhibits moderate susceptibility, predominantly in the northern, northwestern, and central regions. The model achieves an area under the ROC curve (AUC) of 0.734, demonstrating its capability in quantifying soil cracking susceptibility. This study provides a novel framework for large-scale soil cracking susceptibility assessment, and critical spatial information for risk evaluation of slope stability under future extreme climatic conditions.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.