Revealing terrestrial uplift in large-scale land creation areas on the Loess Plateau using InSAR time series data

IF 8.4 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Qiang Xu , Chuanhao Pu , Xiaochen Wang , Xiang Gong , Zhigang Li , Kuanyao Zhao , Wanlin Chen , Huajin Li , Pinglang Kou
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Abstract

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.
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
延安新区开山建城工程因在黄土高原大面积开山造地而备受关注。因此,关于MECC工程引起的沉降等地质灾害的研究也被广泛报道。然而,对于与MECC项目相关的土地隆起,人们知之甚少。本文对长江三角洲MECC项目相关隆升的时空格局和机制进行了研究。首先,通过对2016 - 2019年Sentinel-1数据的小基线子集InSAR (SBAS-InSAR)分析,揭示了YND隆升的时空格局。然后,基于岩土力学原理计算了MECC工程相关的地表应力变化。最后,定量分析了隆升模式与应力变化的相关性,揭示了隆升机制。研究结果表明,隆升趋势呈衰减趋势,最大隆升速率为24.8 mm/yr,主要分布在已开挖山区,占YND的26.6%。MECC工程诱发了较大的地表应力变化,特别是开挖区1700 kPa以上的质量荷载释放量与隆升呈显著正相关,表明荷载释放控制着隆升的空间格局和幅度。驱动YND隆升的主要内在机制是应力场调整引起的回弹蠕变(荷载释放),而人类活动带来的附加应力是抑制隆升的主要外部因素。这些发现有助于合理优化土地创造和随后的城市建设,并有助于减轻大型MECC项目相关的危害。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
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.
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