Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (11): 3399-3415.doi: 10.16285/j.rsm.2024.0146

• Geotechnical Engineering • Previous Articles     Next Articles

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

HE Zheng1, XIE Mo-wen1, WU Zhi-xiang1, ZHAO Chen1, SUN Guang-cun2, XU Le2   

  1. 1. School of Civil and Resource Engineering, University of Science and Technology Beijing, Beijing 100083, China; 2. Beijing Zhongguancun Insititute of Safety Science Co., Ltd., Beijing 102199, China
  • Received:2024-01-20 Accepted:2024-03-18 Online:2024-11-11 Published:2024-11-15
  • Supported by:
    This work was supported by the National Key Research and Development Program Project (2023YFC3081400, 2019YFC1509602).

Abstract: The monitoring and forecasting of slope dangerous rock mass collapses have always been a critical yet underdeveloped area in geological disaster prevention research. An automatic sensing mechanism was devised for capturing, computing, and transmitting minor tilt angles and strong vibration accelerations of tension-cracking dangerous rock masses. 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-cracking 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 of the 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.

Key words: tension-splitting rock mass, tilt deformation, collapse prediction model, collapse precursor, MEMS technology, micro-core-pile sensor

CLC Number: 

  • TU 443
[1] XIE Ji-ren, QIAO Shi-fan, YU Peng-kun, UCHIMURA Taro, WANG Gong-hui, JIANG Yao, FANG Zheng, TIAN Jing-li. Surface tilt deformation of soil landslides based on laboratory and field tests [J]. Rock and Soil Mechanics, 2021, 42(3): 681-690.
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