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Multi-scale failure mechanisms of hydraulic engineering exposed to seasonally frozen salinization environment: Integrating SBAS-InSAR and mechanical experiments.
Wang, Zhaoxi; Cao, Chen; Yu, Qingbo; Wang, Qing; Niu, Cencen; Shen, Jiejie; Zhu, Kuanxing; Liu, Jing; Han, Mengxia; Fu, Huicheng; Sun, Xun; Xia, Weitong; Sun, Di; Shu, Hang; Ji, Yaopeng; Xue, Jingyu; Shan, Xuehan.
Afiliación
  • Wang Z; College of Construction Engineering, Jilin University, Changchun 130026, People's Republic of China.
  • Cao C; College of Construction Engineering, Jilin University, Changchun 130026, People's Republic of China. Electronic address: ccao@jlu.edu.cn.
  • Yu Q; College of Construction Engineering, Jilin University, Changchun 130026, People's Republic of China.
  • Wang Q; College of Construction Engineering, Jilin University, Changchun 130026, People's Republic of China. Electronic address: wangqing@jlu.edu.cn.
  • Niu C; College of Construction Engineering, Jilin University, Changchun 130026, People's Republic of China.
  • Shen J; College of Construction Engineering, Jilin University, Changchun 130026, People's Republic of China.
  • Zhu K; College of Construction Engineering, Jilin University, Changchun 130026, People's Republic of China.
  • Liu J; College of Construction Engineering, Jilin University, Changchun 130026, People's Republic of China.
  • Han M; College of Construction Engineering, Jilin University, Changchun 130026, People's Republic of China.
  • Fu H; Water Conservancy and Hydropower Survey and Design Institute of Jilin Province, Changchun 130021, People's Republic of China.
  • Sun X; College of Construction Engineering, Jilin University, Changchun 130026, People's Republic of China.
  • Xia W; College of Construction Engineering, Jilin University, Changchun 130026, People's Republic of China.
  • Sun D; College of Construction Engineering, Jilin University, Changchun 130026, People's Republic of China.
  • Shu H; College of Construction Engineering, Jilin University, Changchun 130026, People's Republic of China.
  • Ji Y; College of Construction Engineering, Jilin University, Changchun 130026, People's Republic of China.
  • Xue J; College of Construction Engineering, Jilin University, Changchun 130026, People's Republic of China.
  • Shan X; College of Construction Engineering, Jilin University, Changchun 130026, People's Republic of China.
Sci Total Environ ; 912: 169210, 2024 Feb 20.
Article en En | MEDLINE | ID: mdl-38097070
ABSTRACT
Constructing hydraulic engineering ensures agricultural development and improves salinization environments. However, in seasonally frozen salinization regions, hydraulic engineering is prone to deformation failure. Leakage from canal raises the regional groundwater level, triggering secondary salinization environmental issues. Exploring the instability mechanisms is thus necessary for hydraulic engineering. Traditional deformation monitoring techniques and soil experiments are constrained by observation scale and timeliness. In this study, Sentinel-1B data from November 2017 to August 2019 were acquired. The small baseline subset (SBAS) InSAR approach was employed to interpret the seasonal deformation characteristics in both the vertical and slope directions of a damaged canal segment in Songyuan, Northeast China. The mechanical properties of saline-alkali soil under varying water contents were quantified by integrating unconfined compression experiment (UCE). In May, as the soil thawed downward, a frozen lenses with poor permeability formed at a depth of approximately 100 cm, causing the accumulation of meltwater and infiltrated precipitation between the frozen layer and the melting layer in the canal. The soil water content at a depth of 80 to 140 cm exceeded 22 %, reaching a threshold for rapid reduction in unconfined compression strength (UCS). Consequently, in spring, the low soil strength between the frozen layer and the melting layer resulted in interface sliding, with a displacement of -133.88 mm in the canal slope direction. Furthermore, the differential projection of freeze-thaw deformation in the slope direction caused continuous creep of the canal towards the free face, with a value of -23.27 mm, exacerbating the formation of the late spring landslide. Integrating InSAR and engineering geological analysis is beneficial for addressing deformation issues in hydraulic engineering. Ensuring the sustainable operation of hydraulic engineering holds important implications for mitigating the salinization process.
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Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Idioma: En Revista: Sci Total Environ Año: 2024 Tipo del documento: Article Pais de publicación: Países Bajos

Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Idioma: En Revista: Sci Total Environ Año: 2024 Tipo del documento: Article Pais de publicación: Países Bajos