TBM jamming risk prediction method based on fuzzy theory and Bi-LSTM

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Yaoqi Nie , Qian Zhang , Yanliang Du , Lijie Du
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引用次数: 0

Abstract

Tunnel Boring Machine (TBM) is an indispensable equipment in modern tunneling projects, but real-time safety risk assessment during its operation is still a major challenge. In this study, a method for real-time safety risk assessment of TBM interference accidents is proposed. The method combines the hierarchical analysis method (AHP) and fuzzy comprehensive evaluation (FCE) for safety risk assessment before construction. When the pre-assessment result meets the standard, the construction stage can be entered; if it does not meet the standard, corresponding measures will be taken and re-assessed until the safety score meets the requirement. During the construction process, the study collected data from the normal boring section and utilized the Bi-LSTM model to predict the thrust and torque of the TBM in real time. Geological parameters were processed by solo thermal coding and label coding techniques, and the coded features were feature vector spliced with operational parameters from the Bi-LSTM layer in a fully connected layer. A 5-fold cross-validation method was used for model optimization. The study further evaluated the residual rate of the model and correlated it with the safety pre-assessment score through vector analysis. The results of the study showed that the pre-construction safety assessment classified the safety level as IV, which meets the criteria for tunnel boring. During the actual tunneling process, the safety level gradually decreased to level III due to changes in geological conditions. In addition, it was found that the fluctuating trend of the safety scores became more and more obvious as the TBM approached the blockage condition. Therefore, the rationality of the proposed method is verified. This study provides new perspectives and methods for the dynamic safety assessment of TBMs.
基于模糊理论和 Bi-LSTM 的 TBM 干扰风险预测方法
隧道掘进机(TBM)是现代隧道工程中不可缺少的设备,但其运行过程中的实时安全风险评估仍然是一个重大挑战。本文提出了一种隧道掘进机干扰事故安全风险实时评估方法。该方法将层次分析法(AHP)与模糊综合评价法(FCE)相结合,进行施工前安全风险评价。当预评价结果达到标准时,即可进入施工阶段;如果不符合标准,将采取相应措施并重新评估,直到安全得分符合要求。在施工过程中,收集了正常钻进段的数据,利用Bi-LSTM模型实时预测了TBM的推力和扭矩。采用单热编码和标签编码技术对地质参数进行处理,编码后的特征向量与Bi-LSTM层的操作参数拼接在全连通层中。采用5重交叉验证法对模型进行优化。本研究进一步评价了模型的残差率,并通过向量分析将残差率与安全预评价评分相关联。研究结果表明,施工前安全评价将安全等级评定为IV级,满足隧道掘进标准。在实际掘进过程中,由于地质条件的变化,安全等级逐渐下降到III级。此外,随着掘进机接近堵塞状态,安全得分的波动趋势越来越明显。从而验证了所提方法的合理性。该研究为隧道掘进机动态安全评价提供了新的视角和方法。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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