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Publishing Language: Chinese | Open Access

Field measurement study on the pre-collapse tilt deformation characteristics of tension-cracking slope rock mass using micro-core-pile sensor

Zheng HE1Mo-wen XIE1( )Zhi-xiang WU1Chen ZHAO1Guang-cun SUN2Le XU2
School of Civil and Resource Engineering, University of Science and Technology Beijing, Beijing 100083, China
Beijing Zhongguancun Insititute of Safety Science Co., Ltd., Beijing 102199, China
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Abstract

The monitoring and forecasting of hazardous rock mass collapse on slopes have always been a critical yet underdeveloped area in geological disaster prevention research. An automatic sensing mechanism was devised for acquiring, computing, and transmitting minor tilt angles and strong vibration accelerations of tension-splitting rock mass. A micro-core-pile geological disasters monitoring sensor has been devised, enabling low-power long-term monitoring. Through on-site monitoring and analysis of tension-splitting rock mass collapses, it was found that these rock masses exhibit a precursor of collapse characterized by accelerated tilt deformation accompanied by an increase in the frequency and amplitude of strong vibrations. It was revealed that there is a significant exponential relationship between the cumulative tilt deformation and the tilt deformation rate during the accelerated tilt phase immediately preceding collapse, and a linear correlation exists between the reciprocal tilt rate and the remaining time before collapse. Subsequently, a ‘reciprocal tilt rate method’ was established for predicting the time to collapse, and an algorithm for real-time application of the prediction model based on MEMS tilt angle sensor data characteristics was developed. These research findings can have a positive promoting effect on the monitoring and early warning of collapse disasters.

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Rock and Soil Mechanics
Pages 3399-3415

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Cite this article:
HE Z, XIE M-w, WU Z-x, et al. Field measurement study on the pre-collapse tilt deformation characteristics of tension-cracking slope rock mass using micro-core-pile sensor. Rock and Soil Mechanics, 2024, 45(11): 3399-3415. https://doi.org/10.26599/RSM.2024.9435146

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Received: 20 January 2024
Accepted: 18 March 2024
Published: 19 August 2025
© 2024 Rock and Soil Mechanics