Disaster mechanism of large-diameter shield tunnel segments under multi-source load coupling: A case study

IF 4.4 2区 工程技术 Q1 ENGINEERING, MECHANICAL Engineering Failure Analysis Pub Date : 2024-09-12 DOI:10.1016/j.engfailanal.2024.108878
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Abstract

The deflection squeezing of the shield shell and the eccentric jack thrust significantly impact the segment dislocation and damage. Based on summarizing the derivative relationship between engineering factors and disasters, this study established a 3D numerical calculation model under the multi-source load coupling. Then, this study explored the displacement and dislocation distribution of segments, as well as their derivative relationship with bolt failure. Furthermore, this study analyzed the spatial distribution and evolution characteristics of segment damage. Further revealing the disaster mechanism and proposing the engineering treatment measures. The research results indicate that as the deflection angle increases, the vertical relative compression deformation of the segment that is detaching from the shield tail (segment-DFST) becomes more significant. The plastic strain of the internal bolts inside the two segments in direct contact with the shield shell is mainly related to the radial and longitudinal dislocation. The increase in the deflection angle will lead to a more significant increase in the adjacent dislocation on both sides and the internal dislocation. The plastic strain of the internal bolts of the segment that is completely in the shield shell (segment-CSS) is more influenced by joint opening and longitudinal dislocation under the lower eccentric compression (LEC) state. The plastic strain of the internal bolts in segment-DFST is more influenced by radial dislocation and joint opening under the LEC state. The tension damage of the segments mainly occurs on both sides of the circumferential joint and the lower part of the segment-CSS. The compression damage of the segments is mainly distributed at the top and bottom of the segment-CSS. The eccentric distribution of jack thrust has the most significant impact on the block damage of the lower part of the segment-CSS. With the increase of the deflection angle, the compression damage and distribution range of the blocks at the bottom of the segment-DFST increase sharply. The compression damage and distribution range of the segment-CSS gradually spread from the upper and lower parts to the middle of the segment. The increase in deflection angle will promote the influence of the thrust in LEC state on the compression damage of the lower block of the segment-CSS, and on the tension damage of the upper block of the segment- DFST.

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多源荷载耦合下大直径盾构隧道节段的灾害机理:案例研究
盾构壳体的挠度挤压和千斤顶的偏心推力对节段错位和破坏有显著影响。本研究在总结工程因素与灾害之间衍生关系的基础上,建立了多源荷载耦合下的三维数值计算模型。然后,本研究探讨了节段的位移和错位分布,以及它们与螺栓破坏的衍生关系。此外,本研究还分析了节段损伤的空间分布和演变特征。进一步揭示了灾害机理,并提出了工程处理措施。研究结果表明,随着偏转角的增大,与盾尾(分段-DFST)分离的分段的垂直相对压缩变形变得更加显著。与盾构外壳直接接触的两段内部螺栓的塑性应变主要与径向和纵向位错有关。挠曲角的增大将导致两侧相邻位错和内部位错的显著增加。在低偏心压缩(LEC)状态下,完全位于盾壳内(盾构段-CSS)的盾构段内部螺栓的塑性应变受接头开口和纵向变位的影响更大。在 LEC 状态下,分段-DFST 内部螺栓的塑性应变更多地受到径向变位和接头打开的影响。分段的拉伸破坏主要发生在圆周接头两侧和分段-CSS 的下部。分段的压缩破坏主要分布在分段-CSS 的顶部和底部。千斤顶推力的偏心分布对分段-CSS 下部的块状破坏影响最大。随着偏转角的增大,分段-DFST 底部块体的压缩破坏和分布范围急剧增大。分段-CSS 的压缩破坏和分布范围逐渐从上部和下部向分段中部扩散。挠曲角的增大将促进 LEC 状态下推力对分段-CSS 下部岩块压缩破坏和分段-DFST 上部岩块拉伸破坏的影响。
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来源期刊
Engineering Failure Analysis
Engineering Failure Analysis 工程技术-材料科学:表征与测试
CiteScore
7.70
自引率
20.00%
发文量
956
审稿时长
47 days
期刊介绍: Engineering Failure Analysis publishes research papers describing the analysis of engineering failures and related studies. Papers relating to the structure, properties and behaviour of engineering materials are encouraged, particularly those which also involve the detailed application of materials parameters to problems in engineering structures, components and design. In addition to the area of materials engineering, the interacting fields of mechanical, manufacturing, aeronautical, civil, chemical, corrosion and design engineering are considered relevant. Activity should be directed at analysing engineering failures and carrying out research to help reduce the incidences of failures and to extend the operating horizons of engineering materials. Emphasis is placed on the mechanical properties of materials and their behaviour when influenced by structure, process and environment. Metallic, polymeric, ceramic and natural materials are all included and the application of these materials to real engineering situations should be emphasised. The use of a case-study based approach is also encouraged. Engineering Failure Analysis provides essential reference material and critical feedback into the design process thereby contributing to the prevention of engineering failures in the future. All submissions will be subject to peer review from leading experts in the field.
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