Experimental study on granule trajectory tracking for the EPB shield tunneling in sandy cobble stratum

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
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引用次数: 0

Abstract

An investigation into the movement characteristics of granules during Earth Pressure Balance (EPB) shield tunneling contributes significantly to understanding the interaction between the shield machine and the soil. This understanding also enables researchers to gain deeper insights into the cutting and guiding effects of the shield cutterhead on the soil, thus providing a scientific basis for optimizing shield tunneling parameters and cutterhead designs. To achieve this, indoor model shield tunneling experiments were conducted using independently developed shield tunneling equipment and spatial positioning devices developed by our research group. The research investigated the spatial movement trajectories, radial diffusion, and axial movement characteristics of granules at the face subjected to the action of a spoke-type cutterhead. Furthermore, the study proposes the use of average diffusion degree and movement rates of granules as metrics for evaluating the cutting and steering performance of the cutterhead. The influence of cutterhead rotational speed and advance rate on the movement characteristics of granules was further explored based on these two indicators. The study’s findings reveal the following: (1) Granules at the face predominantly exhibit a spiral movement trajectory when the EPB shield tunneling machine operates in a dynamic equilibrium state. (2) The cutting and steering performance of the cutterhead’s various areas is enhanced progressively from the center to the outer edge, as evidenced by a gradual decrease in the average diffusion degree of granules and an increase in the average axial movement rate (AMR). (3) The AMR and average diffusion degree of granules are influenced by both the rotational speed of the cutterhead and the advance rate of the shield machine. Optimal matching of the rotational speed and advance rate maximizes the average AMR of granules, minimizes the average diffusion degree, reduces the torque on the cutterhead to its lowest point, and consequently, optimizes the efficiency of shield tunneling. This research presents a novel perspective and methodology for understanding the movement characteristics of granules during shield tunneling operations. The outcomes of this study provide valuable insights for the structural design of shield machine cutterheads and the optimization of tunneling parameters.

砂卵石地层中 EPB 盾构掘进的颗粒轨迹跟踪试验研究
对地压平衡(EPB)盾构掘进过程中颗粒的运动特性进行研究,大大有助于理解盾构机与土壤之间的相互作用。这种理解还能使研究人员更深入地了解盾构刀盘对土壤的切割和导向作用,从而为优化盾构掘进参数和刀盘设计提供科学依据。为此,利用自主研发的盾构掘进设备和本课题组研发的空间定位装置,进行了室内模型盾构掘进实验。研究探讨了颗粒在辐条式刀盘作用下的空间运动轨迹、径向扩散和轴向运动特征。此外,该研究还提出使用颗粒的平均扩散度和运动速率作为评价刀盘切割和转向性能的指标。在这两个指标的基础上,进一步探讨了刀盘转速和推进率对颗粒移动特性的影响。研究结果如下(1) EPB 盾构掘进机在动态平衡状态下工作时,工作面的颗粒主要呈现螺旋运动轨迹。(2) 刀盘各区域的切削和转向性能从中心向外缘逐渐增强,表现为颗粒的平均扩散度逐渐减小,平均轴向移动速率(AMR)逐渐增大。 (3) 颗粒的平均轴向移动速率和平均扩散度受刀盘转速和盾构机推进速度的影响。转速和进尺的最佳匹配可使颗粒的平均移动速度最大化、平均扩散度最小化、刀盘扭矩降至最低点,从而优化盾构掘进效率。本研究提出了一种新的视角和方法,用于了解盾构掘进过程中颗粒的运动特性。研究成果为盾构机刀盘的结构设计和掘进参数的优化提供了有价值的见解。
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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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