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隧道与地下工程灾害防治
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多滚刀切削混凝土桩基相互作用特性及扰动影响研究
沈翔1,张海彬2,段锴1*,曾庆成3,黄书华4
(1. 深圳大学土木与交通工程学院,广东 深圳 518060; 2. 广州轨道交通建设监理有限公司,广东 广州 510010;3. 广州海珠湾建设有限公司,广东 广州 510240;4. 中铁十四局大盾构工程有限公司,江苏 南京 211800)
Study on interaction mechanism and disturbance effect of multi disc cutter cutting concrete pile foundation
SHEN Xiang1, ZHANG Haibin2, DUAN Kai1*, ZENG Qingcheng3,HUANG Shuhua4
(1. College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, Guangdong, China; 2. Guangzhou RailTransit Construction Engineering Consulting Co., Ltd., Guangzhou 510010 , Guangdong,China; 3. Guangzhou Haizhu Bay Construction Co., Ltd., Guangzhou 510240, Guangdong, China; 4. China Railway 14th Bureau Group Mega Shield Engineering Co., Ltd., Nanjing 211800, Jiangsu, China)
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摘要 为研究盾构法切削混凝土桩基的相互作用机理,以海珠湾公路隧道东线切除中核大厦群桩工程为研究背景,结合现场勘探资料,采用有限元软件对盾构单根辐条刀具切削桩基的过程进行数值模拟。研究重点分析了切桩过程中滚刀的受力情况以及土体和桩身的动态响应。仿真结果表明,桩身的位移响应在贯入阶段明显大于切削阶段,且贯入阶段的桩身响应主要集中在y和z方向。此外,滚刀的法向力均值在贯入阶段高于切削阶段,尤其在切削介质强度差异较大的情况下,刀具的受力变化在切削介质交界处表现为明显突变,这种变化增加了刀具疲劳损伤的概率。该研究对盾构机在切桩过程中桩身、土体及刀具的响应进行了分析,所获得的结果可为后续类似工程施工过程中降低安全风险提供参考。
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沈翔
张海彬
段锴
曾庆成
黄书华
关键词:  城市地下空间  盾构法  切桩  隧道开挖    
Abstract: In order to investigate the interaction mechanism between a shield machine and concrete pile foundations during cutting, the cutting-pile project at the Zhonghe Building group on the east alignment of the Haizhu Bay Highway Tunnel was selected as the case study. Based on on-site exploration data, a finite-element model was employed to simulate the process of cutting a single pile with the disc cutter. The cutting forces on the disc cutter and the dynamic responses of both the soil and the pile were analyzed in detail. The simulation results showed that the pile’s displacement response during the penetration phase was significantly greater than during the cutting phase, with the responses during penetration being concentrated mainly in the y and z directions. Moreover, the mean normal force acting on the disc cutter was higher in the penetration phase than in the cutting phase; when the strength contrast between adjacent media was large, the cutter force exhibited a pronounced discontinuity at their interface, thereby increasing the possibility of fatigue damage. The responses of the pile, the surrounding soil, and the cutter were thus characterized throughout the cutting process, and the findings were expected to provide valuable guidance for reducing safety risks in similar shield tunneling projects.
Key words:  urban underground space    shield method    cutting piles    tunnel excavation
收稿日期:  2025-04-09      修回日期:  2025-05-14      发布日期:  2025-05-15     
中图分类号:  O319.56  
基金资助: 广东省基础与应用基础研究基金资助项目(2023A1515010060)
通讯作者:  段锴(1999—),男,湖南娄底人,硕士研究生,主要研究方向为盾构隧道施工安全。    E-mail:  2310474113@email.szu.edu.cn
作者简介:  沈翔(1991—),男,浙江杭州人,助理教授,博士生导师,博士,主要研究方向为盾构隧道施工智能安全控制。E-mail: shenxiang@szu.edu.cn
引用本文:    
沈翔, 张海彬, 段锴, 曾庆成, 黄书华. 多滚刀切削混凝土桩基相互作用特性及扰动影响研究[J]. 隧道与地下工程灾害防治, .
SHEN Xiang, ZHANG Haibin, DUAN Kai, ZENG Qingcheng, HUANG Shuhua. Study on interaction mechanism and disturbance effect of multi disc cutter cutting concrete pile foundation. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1-13.
链接本文:  
[1] 禹海涛, 陈志伟. 基于连续-离散耦合方法的隧道开挖对近断层的影响机制研究[J]. 隧道与地下工程灾害防治, 2021, 3(3): 20-28.
[2] 钱七虎. 科学利用城市地下空间,建设和谐宜居、美丽城市[J]. 隧道与地下工程灾害防治, 2019, 1(1): 1-7.
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