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深基坑开挖对既有高架桥及市政隧道的影响分析 被引量:2

Analysis of the Impact of Deep Foundation Pit Excavation on Existing Viaduct and Municipal Tunnel
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摘要 基坑开挖过程中会对周边环境产生较大影响,特别是邻近既有构筑物、高架桥、市政隧道等敏感结构。在此,以杭州上塘高架桥及香积寺路隧道旁侧某安置房项目基坑工程为例,运用二维有限元数值分析软件,模拟了基坑施工对市政设施的影响,并结合施工实测数据验证了数值分析的有效性,对控制既有高架桥及市政隧道旁侧基坑变形提出了建议,可供类似工程参考。 In the process of foundation pit excavation,the surrounding environment will be significantly affected,especially in sensitive environments such as adjacent existing structures,viaducts,and subway tunnels.Taking the Foundation Pit Project of an Resettlement Housing Project Adjacent to the Hangzhou Shangtang Viaduct and Xiangji Temple Road Tunnel as an Example.Using two-dimensional finite element numerical analysis software,this study simulated the impact of foundation pit construction on municipal facilities.It also validated the effectiveness of numerical analysis by comparing the results with on-site construction measurements.Based on the findings,recommendations for controlling deformations in foundation pits adjacent to existing viaducts and municipal tunnels are presented,offering valuable insights for similar engineering project.
作者 杨成 YANG Cheng
出处 《浙江建筑》 2023年第5期41-45,共5页 Zhejiang Construction
关键词 深基坑 开挖 高架桥 市政隧道 deep foundation pit excavation viaduct municipal tunnel
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  • 1陈郁,李永盛.基坑开挖卸荷引起下卧隧道隆起的计算方法[J].地下空间与工程学报,2005,1(1):91-94. 被引量:158
  • 2戚科骏,王旭东,蒋刚,常银生,陈亚东.临近地铁隧道的深基坑开挖分析[J].岩石力学与工程学报,2005,24(A02):5485-5489. 被引量:125
  • 3VILLY A. KONTOGIANNI, deformation during tunnel STATHIS C Stiros. Induced excavation: evidence from geodetic monitoring[J]. Engineering Geology, 2005, 79:115 - 126.
  • 4KONTOGIANNI Villy A, TZORTZIS A, STATHIS C Stiros Deformation and failure of the Tymfristos tunnel, Greece[J] Journal of Geotechnical Engineering, ASCE, 2004, 130(10) 1004- 1013.
  • 5邹瑞卿.台北都会区超高层建筑深开挖角隅效应及潜变行为之数值分析[D].台北:国立成功大学,2002.
  • 6黄山寿.微型桩于台北都会区超高层建筑之深开挖防护三维数值分析[D].台北:国立成功大学,2002.
  • 7[2]候学渊,杨敏.软土地基变形控制设计理论和工程实践[M].上海:同济大学出版社,1996
  • 8[4]Chang- Yu Ou, Dar- Chang Chiou, Tzong- Shiann Wu.Three- dimensional finite element analysis of deep excavations. Journal of Geotechnical Engineering, ASCE, 1996,122(5): 337 - 345
  • 9Ou C Y, Hsieh P G, Chiou D C. Characteristics of ground surface settlement during excavation [ J ]. Canadian Geotechnical Journal, 1993,30(5) :758-767.
  • 10Liu G B, Ng C W W, Wang Z W. Observed performance of a deep multistrutted excavation in Shanghai soft clays [ J ]. Journal of Geotechnical and Geoenvironmental Engineering, 2005,131 ( 8 ) : 1004-1013.

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