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陈健. 扬州瘦西湖隧道湖东段基坑工程设计与实测分析[J]. 岩土工程学报, 2012, 34(suppl): 590-594.
引用本文: 陈健. 扬州瘦西湖隧道湖东段基坑工程设计与实测分析[J]. 岩土工程学报, 2012, 34(suppl): 590-594.
CHEN Jian. Design and observation of deep excavation of eastern section of Slender West Lake tunnel[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 590-594.
Citation: CHEN Jian. Design and observation of deep excavation of eastern section of Slender West Lake tunnel[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 590-594.

扬州瘦西湖隧道湖东段基坑工程设计与实测分析

Design and observation of deep excavation of eastern section of Slender West Lake tunnel

  • 摘要: 扬州瘦西湖隧道湖东段基坑全长580 m,宽度10.2~22.6 m,深度1.24~25.9 m,是典型的狭长且深度差异大的基坑工程。本工程作为扬州市重点城市规划项目,工期紧张,工程造价控制严格。针对基坑特点及周边环境特点,随着基坑深度的增加,依次采用地下连续墙、钻孔灌注桩+止水帷幕、SMW工法桩、水泥土搅拌桩挡墙、放坡作为围护结构形式,结合水平内支撑体系,达到了较好的支护效果。基坑工程支护系统设计方案的顺利实施为保证基坑安全、节省工程造价及实现预定的工期目标创造了有利条件。

     

    Abstract: The excavation of the eastern section of Slender West Lake tunnel is a typical long-narrow one and the excavation depth varies greatly. As a major urban planning project in Yangzhou, this project has a strict time limit. Several retaining systems are adopted considering the excavation depth in different districts. As the excavation depth increases, this excavation adopts diaphragm walls, cast-in-situ bored piles and waterproof curtains, SMW piles, soil-cement retaining walls and slope excavation in turn. The design of excavation supporting system has provided convenience for its safety, saved the cost and also guaranteed the construction period of the whole project.

     

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