Abstract
The fluctuation and periodic change of reservoir level are the important incentives that affect the stability of the reverse-dip rock slope. Based on the field monitoring data, this paper investigates the topping deformation evolution characteristics of a typical reverse-dip slope containing different geological partitions considering the fluctuation of reservoir level. A typical reverse-dip rock slope was taken as an engineering case, whose geological factors including elevation, slope angle, and aspect were first obtained by a field survey. Subsequently, the factors were superimposed through ArcGIS to obtain the geological partitions. Afterwards, a spatiotemporal evolution nephogram of the topping displacement was obtained by discrete monitoring data of surface displacement of the slope. Finally, the deformation characteristic of the prone zone was analyzed by superposing the nephogram of the displacement and the geometrical partition, considering the change of the reservoir level. The results show that the largest geological and geometric characteristic zone is at the bottom elevation, medium slope, and north aspect. The zone with significant horizontal displacement is distributed in the front and middle edges of the slope, which increases with the increase of the reservoir level and vice versa. The vertical displacement mainly occurs in the trailing of the slope. The area of superimposed displacement in strong deformation zones increases as either the reservoir level rises or falls. After the superposition, zones with strong deformation increase with the variation of the reservoir level, and the area with the largest displacement is distributed at the medium gradient, low elevation, and north aspect zones.
Highlights
Reverse-dip slope(Dong et al, 2020) indicates the dip direction of the strata is against the dip direction of the slope
Goodman (2013)defined three failure modes for reverse-dip slopes, including bending, block, and bending-block failures. (Adhikary et al, 1997; Bhasin et al, 2004; Chen et al, 2015; Zheng et al, 2019)conducted a series of model centrifugal tests to study the mechanism of bending and toppling failures of jointed rock slopes.(Alejano et al, 2010); Li et al (2015) used discrete element method to investigate the failure mechanism of the open-pit mine, where the failure of the reverse-dip slope was defined as a complex combination of dumping failures
It can be seen that the horizontal displacement deformation is larger than the vertical displacement, and the spatiotemporal evolution of the total displacement is similar to the horizontal one, which indicates that the slope deformation is mainly in the horizontal orientation
Summary
Reverse-dip slope(Dong et al, 2020) indicates the dip direction of the strata is against the dip direction of the slope. There were many influential factors to the toppling deformation and failure of the anti-dip slope, where the influence of the reservoir level is significant (Bao et al, 2019; Gu et al, 2020).Xu et al (2005) used FLAC3D to investigate the deformation and failure mechanisms of the Jiefanggou reversedip rock slope, considering the fluctuation of the reservoir level. According to monitoring results of the superficial slope displacement, the toppling deformation characteristics of the anti-dip slope were significantly different in different portions considering the change of the reservoir level. This paper investigates the deformation mechanisms of a reverse-dip slope in Xiaodongcao, Chongqing city, China, considering the real monitoring data of surface displacement of the slope. This paper discusses the influence of the reservoir level on the deformation mechanism of the displacement evolution in different regions of the reverse-dip slope
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