
科学技术与工程

中国技术经济学会
Deformation Characteristics of Moraine Soil Ancient Landslide and Its Resurrection Mechanism in Taihe Town under Rainfall-induced Effects
Jun-yan LIANG , Cheng-tang WANG , Yu CHEN , Yan-ru WANG , Hong-lian SHI , Hong MIN , Hao WANG
Science Technology and Engineering ›› 2025, Vol. 25 ›› Issue (4) : 1370 -1377.
Affected by the continuous rainfall in the rainy season, the Taihe Town moraine soil paleolandslide is a giant soil-rock complex paleolandslide with a volume of about 1 200 × 104 m3, which began to be resurrected in 2021 and entered the creep stage. By 2022, the growth rate began to decline in the rainy season, which seriously threatened the normal mining inside the pit. Based on field investigation, drilling exposure, field monitoring, and physical and mechanical tests, the influencing factors and resurrection mechanism of ancient landslides were explored on the basis of identifying the micro-topography, geological structure characteristics and deformation instability stages of ancient landslides. The results show that the accumulation of rock and soil and topography are the basis of ancient landslide resurrection, and rainfall infiltration and mining excavation are the inducing factors of landslide resurrection. The analysis shows that under the influence of long-term rainfall leaching, fine particulate matter accumulates at the base-cover interface to form a sliding zone, and mining excavation causes an effective free face at the leading edge. Under the long-term influence of groundwater, the strength of the sliding zone soil is gradually reduced. Rainfall leads to increased seepage and reduced shear strength, which induces the revival of ancient landslides. The research results have certain reference value for similar engineering problems.
gigantic pre-historic landslide / deformation characteristics / resurrection mechanism / rainfall infiltration
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