Multi-scale failure mechanisms of hydraulic engineering exposed to seasonally frozen salinization environment: Integrating SBAS-InSAR and mechanical experiments

• Published in: The Science of the total environment 2024-02, Vol.912, p.169210-169210, Article 169210
• Main Authors: 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
• Format: Article
• Language: English
• Subjects: Freeze-thaw cycles; Late spring landslide; Saline soil; SBAS-InSAR; Unconfined compression experiment
• ISSN: 0048-9697; 1879-1026
• DOI: 10.1016/j.scitotenv.2023.169210

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. [Display omitted] •InSAR was integrated with chemical and mechanical tests of saline-alkali soil.•The sliding deformation of the canal caused by spring meltwater was quantified.•The temperature-induced slope deformation of the canal was quantified.•The deformation of canal's vertical and slope directions is linked by AAD parameter.