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Article

Stability and Dynamics Analysis of Rainfall-Induced Rock Mass Blocks in the Three Gorges Reservoir Area: A Multidimensional Approach for the Bijiashan WD1 Cliff Belt

1
208 Hydrogeological and Engineering Geological Team, Chongqing Bureau of Geology and Mineral Resources Exploration and Development, Chongqing 400700, China
2
The Three Gorges Reservoir Area Unstable Rock Geological Disasters Observation and Research Station, Ministry of Water Resources, Chongqing 400700, China
3
Guangdong Provincial Key Laboratory of Geodynamics and Geohazards, School of Earth Sciences and Engineering, Sun Yat-Sen University, Guangzhou 510275, China
*
Authors to whom correspondence should be addressed.
Water 2026, 18(2), 257; https://doi.org/10.3390/w18020257 (registering DOI)
Submission received: 15 December 2025 / Revised: 12 January 2026 / Accepted: 16 January 2026 / Published: 18 January 2026

Abstract

Accurately assessing collapse risks of high-elevation, concealed rock mass blocks within the steep cliffs of Bijiashan, Three Gorges Reservoir Area, is challenging. This study employed a multidimensional approach—integrating airborne Light Detection and Ranging (LiDAR), the transient electromagnetic method (TEM), close-range photogrammetry, horizontal drilling, and borehole optical imaging—to characterize the rock mass structure of the WD1 cliff belt and delineate 52 individual blocks. Stability analysis incorporated stereographic projection for macro-scale assessment and employed mechanical models specific to three primary failure modes (toppling, sliding, falling). Finite element strength reduction quantified the stress–strain response of a representative block under natural and rainstorm conditions. Particle Flow Code (PFC) simulated dynamic instability of the exceptionally large block W1-37. Results indicate the WD1 rock mass is highly fractured, with base sections prone to weakness. Toppling failure dominates (90.4%). Under rainstorm conditions, the average Factor of Safety (FOS) decreased by 14.7%, and 73.1% of the blocks that were stable under natural conditions were destabilized—specifically transitioning to marginally stable or substable states—often triggering chain-reaction instability characterized by “crack propagation—base buckling”. W1-37 exhibited staged failure under rainstorm: “strain localization at fissure tips—penetration of basal cracks—overturning of the upper rock mass”. Its frontal rock reached a peak sliding velocity of 15.17 m/s, indicative of base-breaking toppling. The integrated “multi-technology survey—multi-method evaluation—multi-scale simulation” framework provides a quantitative basis for risk assessment of rock mass disasters in the Three Gorges Reservoir Area and offers a technical paradigm for similar high-steep canyon regions.
Keywords: Three Gorges Reservoir Area; rock mass block; rainstorm condition; finite element strength reduction method; particle flow code; failure mechanism Three Gorges Reservoir Area; rock mass block; rainstorm condition; finite element strength reduction method; particle flow code; failure mechanism

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MDPI and ACS Style

Zhou, H.; Chen, L.; Qin, Y.; Zhang, Z.; Yang, C.; Xie, J. Stability and Dynamics Analysis of Rainfall-Induced Rock Mass Blocks in the Three Gorges Reservoir Area: A Multidimensional Approach for the Bijiashan WD1 Cliff Belt. Water 2026, 18, 257. https://doi.org/10.3390/w18020257

AMA Style

Zhou H, Chen L, Qin Y, Zhang Z, Yang C, Xie J. Stability and Dynamics Analysis of Rainfall-Induced Rock Mass Blocks in the Three Gorges Reservoir Area: A Multidimensional Approach for the Bijiashan WD1 Cliff Belt. Water. 2026; 18(2):257. https://doi.org/10.3390/w18020257

Chicago/Turabian Style

Zhou, Hao, Longgang Chen, Yigen Qin, Zhihua Zhang, Changming Yang, and Jin Xie. 2026. "Stability and Dynamics Analysis of Rainfall-Induced Rock Mass Blocks in the Three Gorges Reservoir Area: A Multidimensional Approach for the Bijiashan WD1 Cliff Belt" Water 18, no. 2: 257. https://doi.org/10.3390/w18020257

APA Style

Zhou, H., Chen, L., Qin, Y., Zhang, Z., Yang, C., & Xie, J. (2026). Stability and Dynamics Analysis of Rainfall-Induced Rock Mass Blocks in the Three Gorges Reservoir Area: A Multidimensional Approach for the Bijiashan WD1 Cliff Belt. Water, 18(2), 257. https://doi.org/10.3390/w18020257

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