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黄涛, 段晨辉, 姜凤飞. 复杂环境下深大基坑支护工程设计实例[J]. 岩土工程学报, 2014, 36(zk1): 86-90. DOI: 10.11779/CJGE2014S1015
引用本文: 黄涛, 段晨辉, 姜凤飞. 复杂环境下深大基坑支护工程设计实例[J]. 岩土工程学报, 2014, 36(zk1): 86-90. DOI: 10.11779/CJGE2014S1015
HUANG Tao, DUAN Chen-hui, JIANG Feng-fei. Case study of deep and large foundation pit under complex environment[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 86-90. DOI: 10.11779/CJGE2014S1015
Citation: HUANG Tao, DUAN Chen-hui, JIANG Feng-fei. Case study of deep and large foundation pit under complex environment[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 86-90. DOI: 10.11779/CJGE2014S1015

复杂环境下深大基坑支护工程设计实例

Case study of deep and large foundation pit under complex environment

  • 摘要: 复杂环境下开挖深大基坑,在满足安全和环境保护要求的前提下,多种支护结构组合设计更为合理和有效。以广州宏城广场综合改造一期工程为例,详细分析了该工程“锚撑结合、整体顺做、局部逆做”的设计方法。在整体设计中,多种支护结构通过合理的平面和空间组合,在工程的安全性、合理性、经济性等方面都发挥了更好的作用,值得在同类工程设计中借鉴和参考。

     

    Abstract: For the excavation for large and deep foundation pits under complex environment, on the premise of meeting the safety and environmental protection requirements, the combination design of supporting structures is more reasonable and effective. Based on the first stage project of integrated transformation of Hong-Cheng square in Guangzhou, the design method of “Combined anchoring and retaining, overall to-down excavation and bottom-up excavation” is analyzed. In the overall design, through reasonable plane and space combination a variety of supporting structures play a great role in security, rationality, economy of excavation engineering. It is worthy of reference in similar projects.

     

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