重力主导作用下拉裂型边坡危岩体临崩微倾斜变形规律研究

doi:10.3724/1000-6915.jrme.2025.0332

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Abstract To elucidate the precursory tilt deformation patterns of tension-fractured hazardous rock masses under gravitational loading, this study conceptualizes the collapse process as subcritical propagation under stress corrosion, utilizing a bending Mode-I fracture model. A time-dependent evolution equation for tilt deformation is derived, and the theoretical characteristics of tilting behavior are examined. Based on the principles of micro-electro-mechanical system (MEMS) gravity accelerometry, a method for monitoring the cumulative tilt angle along the primary tilting direction is established using spatial vector angles. A physical model test simulating the collapse of such rock masses under predominantly gravitational loading is designed and conducted, with the resulting tilt deformation behavior analyzed. Additionally, high-low temperature tests are performed to calibrate MEMS tilt sensor drift, and automated field monitoring is implemented to capture time-series variation patterns of tilt angles during collapse events. Comprehensive analysis indicates that precursory tilt deformation transitions from a constant-rate phase to an accelerating phase. However, due to subcritical crack propagation within a heterogeneous medium, localized step-like fluctuations occur during the constant-rate stage, while trend alterations manifest during acceleration. A power-law relationship is identified between the tilt rate and its acceleration prior to collapse. Based on this relationship, a collapse time prediction equation utilizing the inverse of the tilt rate is proposed, and the predictive efficacy of both linear and nonlinear formulations is evaluated. These findings support the application of tilt-sensing technology in monitoring and early warning systems for rock collapse.

Key words： slope engineering tension-fractured rock mass tilt deformation subcritical crack propagation collapse model test field monitoring MEMS tilt sensor

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	Articles by authors
	HE Zheng1
	XIE Mowen2*
	ZHAO Chen2

Cite this article:

HE Zheng1,XIE Mowen2*,ZHAO Chen2. Micro-tilting deformation behavior of tension-fractured hazardous rock mass preceding collapse under gravity[J]. , 2026, 45(2): 449-465.

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https://rockmech.whrsm.ac.cn/EN/10.3724/1000-6915.jrme.2025.0332 OR https://rockmech.whrsm.ac.cn/EN/Y2026/V45/I2/449

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