HE Zheng, XIE Mo-wen, WU Zhi-xiang, et al. Field measurement study on the pre-collapse inclination deformation characteristics of tension-cracking slope rock mass using micro-core-pile sensor[J]. 2024, 45(11): 3399-3415.
DOI:
HE Zheng, XIE Mo-wen, WU Zhi-xiang, et al. Field measurement study on the pre-collapse inclination deformation characteristics of tension-cracking slope rock mass using micro-core-pile sensor[J]. 2024, 45(11): 3399-3415.DOI: 10.16285/j.rsm.2024.0146.
Field measurement study on the pre-collapse inclination deformation characteristics of tension-cracking slope rock mass using micro-core-pile sensor
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.