Clogging of slurry-shield tunnel-boring machine drives in sedimentary soft rock: A case study

IF 2.9 3区 工程技术 Q2 ENGINEERING, CIVIL
Chengyong Cao, Xiangsheng Chen, Chenghua Shi, Yanbin Fu, Chenjie Gong, Zuxian Wang
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Abstract

This paper presents a case study of the clogging of a slurry-shield tunnel-boring machine (TBM) experienced during tunnel operations in clay-rich argillaceous siltstones under the Ganjiang River, China. The clogging experienced during tunneling was due to special geological conditions, which had a considerably negative impact on the slurry-shield TBM tunneling performance. In this case study, the effect of clogging on the slurry-shield TBM tunneling performance (e.g., advance speed, thrust, torque, and penetration per revolution) was fully investigated. The potential for clogging during tunnel operations in argillaceous siltstone was estimated using an existing empirical classification chart. Many improvement measures have been proposed to mitigate the clogging potential of two slurry-shield TBMs during tunneling, such as the use of an optimum cutting wheel, a replacement cutting tool, improvements to the circulation flushing system and slurry properties, mixed support integrating slurry, and compressed air to support the excavation face. The mechanisms and potential causes of clogging are explained in detail, and the contributions of these mitigation measures to tunneling performance are discussed. By investigating the actual operational parameters of the slurry-shield TBMs, these mitigation measures were proven to be effective in mitigating the clogging potential of slurry-shield TBMs. This case study provides valuable information for slurry-shield TBMs involving tunneling in clay-rich sedimentary rocks.

沉积软岩中泥浆护壁隧道掘进机驱动装置的堵塞:案例研究
本文介绍了在中国赣江下富含粘土的箭状粉砂岩中进行隧道作业时,泥浆护壁隧道掘进机(TBM)发生堵塞的案例研究。掘进过程中出现的堵塞是由于特殊的地质条件造成的,这对泥浆护盾隧道掘进机的掘进性能产生了相当大的负面影响。本案例研究全面考察了堵塞对泥浆护盾掘进机掘进性能(如进尺速度、推力、扭矩和每转穿透力)的影响。使用现有的经验分类图估算了在箭质粉砂岩中进行隧道作业时发生堵塞的可能性。已提出了许多改进措施来减轻两台泥浆护壁隧道掘进机在隧道掘进过程中的堵塞可能性,如使用最佳切割轮、更换切割工具、改进循环冲洗系统和泥浆性能、混合支护整合泥浆以及用压缩空气支护开挖面。详细解释了堵塞的机理和潜在原因,并讨论了这些缓解措施对隧道性能的贡献。通过调查泥浆护盾掘进机的实际运行参数,证明这些缓解措施可有效缓解泥浆护盾掘进机的堵塞可能性。本案例研究为在富含粘土的沉积岩中掘进的泥浆护盾掘进机提供了有价值的信息。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
5.20
自引率
3.30%
发文量
734
期刊介绍: Frontiers of Structural and Civil Engineering is an international journal that publishes original research papers, review articles and case studies related to civil and structural engineering. Topics include but are not limited to the latest developments in building and bridge structures, geotechnical engineering, hydraulic engineering, coastal engineering, and transport engineering. Case studies that demonstrate the successful applications of cutting-edge research technologies are welcome. The journal also promotes and publishes interdisciplinary research and applications connecting civil engineering and other disciplines, such as bio-, info-, nano- and social sciences and technology. Manuscripts submitted for publication will be subject to a stringent peer review.
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