Qiang Xu , Chuanhao Pu , Xiaochen Wang , Xiang Gong , Zhigang Li , Kuanyao Zhao , Wanlin Chen , Huajin Li , Pinglang Kou
{"title":"利用InSAR时间序列数据揭示黄土高原大尺度造陆区陆上隆升","authors":"Qiang Xu , Chuanhao Pu , Xiaochen Wang , Xiang Gong , Zhigang Li , Kuanyao Zhao , Wanlin Chen , Huajin Li , Pinglang Kou","doi":"10.1016/j.enggeo.2025.107946","DOIUrl":null,"url":null,"abstract":"<div><div>The mountain excavation and city construction (MECC) of the Yan'an New District (YND) project has attracted much attention due to the resulting large-scale creation of land in the Chinese Loess Plateau. Thus, studies related to geohazards caused by MECC project, such as subsidence, have also been widely reported. However, little is known about the land uplift associated with MECC project. The spatiotemporal patterns and mechanisms of uplift associated with MECC project in the YND were investigated in this study. First, the spatiotemporal patterns of uplift in the YND were revealed via small baseline subset InSAR (SBAS-InSAR) analysis of Sentinel-1 data from 2016 to 2019. Then, the surface stress changes associated with the MECC project were calculated based on geotechnical principles. Finally, the correlation between uplift patterns and stress changes was quantified to reveal the uplift mechanisms. The results show a decaying uplift trend with a maximum uplift rate of 24.8 mm/yr, which was detected in the excavated mountain areas and covers 26.6 % of the YND. The MECC project has induced substantial surface stress changes, especially mass load releases of over 1700 kPa in the excavated areas, which was positively correlated with uplift, suggesting that load release controls the spatial pattern and magnitude of uplift. The main intrinsic mechanism driving uplift in the YND is rebound creep resulting from the stress field readjustment in response to mountain excavation (load release), whereas the additional stress brought by human activities is the main external factor inhibiting uplift. These findings contribute to the rational optimization of land creation and subsequent urban construction and can help mitigate hazards associated with large-scale MECC projects.</div></div>","PeriodicalId":11567,"journal":{"name":"Engineering Geology","volume":"347 ","pages":"Article 107946"},"PeriodicalIF":8.4000,"publicationDate":"2025-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Revealing terrestrial uplift in large-scale land creation areas on the Loess Plateau using InSAR time series data\",\"authors\":\"Qiang Xu , Chuanhao Pu , Xiaochen Wang , Xiang Gong , Zhigang Li , Kuanyao Zhao , Wanlin Chen , Huajin Li , Pinglang Kou\",\"doi\":\"10.1016/j.enggeo.2025.107946\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The mountain excavation and city construction (MECC) of the Yan'an New District (YND) project has attracted much attention due to the resulting large-scale creation of land in the Chinese Loess Plateau. Thus, studies related to geohazards caused by MECC project, such as subsidence, have also been widely reported. However, little is known about the land uplift associated with MECC project. The spatiotemporal patterns and mechanisms of uplift associated with MECC project in the YND were investigated in this study. First, the spatiotemporal patterns of uplift in the YND were revealed via small baseline subset InSAR (SBAS-InSAR) analysis of Sentinel-1 data from 2016 to 2019. Then, the surface stress changes associated with the MECC project were calculated based on geotechnical principles. Finally, the correlation between uplift patterns and stress changes was quantified to reveal the uplift mechanisms. The results show a decaying uplift trend with a maximum uplift rate of 24.8 mm/yr, which was detected in the excavated mountain areas and covers 26.6 % of the YND. The MECC project has induced substantial surface stress changes, especially mass load releases of over 1700 kPa in the excavated areas, which was positively correlated with uplift, suggesting that load release controls the spatial pattern and magnitude of uplift. The main intrinsic mechanism driving uplift in the YND is rebound creep resulting from the stress field readjustment in response to mountain excavation (load release), whereas the additional stress brought by human activities is the main external factor inhibiting uplift. These findings contribute to the rational optimization of land creation and subsequent urban construction and can help mitigate hazards associated with large-scale MECC projects.</div></div>\",\"PeriodicalId\":11567,\"journal\":{\"name\":\"Engineering Geology\",\"volume\":\"347 \",\"pages\":\"Article 107946\"},\"PeriodicalIF\":8.4000,\"publicationDate\":\"2025-02-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Geology\",\"FirstCategoryId\":\"89\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0013795225000420\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Geology","FirstCategoryId":"89","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0013795225000420","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Revealing terrestrial uplift in large-scale land creation areas on the Loess Plateau using InSAR time series data
The mountain excavation and city construction (MECC) of the Yan'an New District (YND) project has attracted much attention due to the resulting large-scale creation of land in the Chinese Loess Plateau. Thus, studies related to geohazards caused by MECC project, such as subsidence, have also been widely reported. However, little is known about the land uplift associated with MECC project. The spatiotemporal patterns and mechanisms of uplift associated with MECC project in the YND were investigated in this study. First, the spatiotemporal patterns of uplift in the YND were revealed via small baseline subset InSAR (SBAS-InSAR) analysis of Sentinel-1 data from 2016 to 2019. Then, the surface stress changes associated with the MECC project were calculated based on geotechnical principles. Finally, the correlation between uplift patterns and stress changes was quantified to reveal the uplift mechanisms. The results show a decaying uplift trend with a maximum uplift rate of 24.8 mm/yr, which was detected in the excavated mountain areas and covers 26.6 % of the YND. The MECC project has induced substantial surface stress changes, especially mass load releases of over 1700 kPa in the excavated areas, which was positively correlated with uplift, suggesting that load release controls the spatial pattern and magnitude of uplift. The main intrinsic mechanism driving uplift in the YND is rebound creep resulting from the stress field readjustment in response to mountain excavation (load release), whereas the additional stress brought by human activities is the main external factor inhibiting uplift. These findings contribute to the rational optimization of land creation and subsequent urban construction and can help mitigate hazards associated with large-scale MECC projects.
期刊介绍:
Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.