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金乐文, 王琛, 梁发云. 城市滨海软土地区深层地下空间开发现状及工程问题[J]. 岩土工程学报, 2021, 43(S2): 178-183. DOI: 10.11779/CJGE2021S2043
引用本文: 金乐文, 王琛, 梁发云. 城市滨海软土地区深层地下空间开发现状及工程问题[J]. 岩土工程学报, 2021, 43(S2): 178-183. DOI: 10.11779/CJGE2021S2043
JIN Le-wen, WANG Chen, LIANG Fa-yun. Status and engineering problems of utilization of deep underground space in urban coastal soft soil areas[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 178-183. DOI: 10.11779/CJGE2021S2043
Citation: JIN Le-wen, WANG Chen, LIANG Fa-yun. Status and engineering problems of utilization of deep underground space in urban coastal soft soil areas[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 178-183. DOI: 10.11779/CJGE2021S2043

城市滨海软土地区深层地下空间开发现状及工程问题

Status and engineering problems of utilization of deep underground space in urban coastal soft soil areas

  • 摘要: 随着当今城市的不断建设和发展,许多地区的中浅层地下空间开发已达到一定规模,部分城市甚至已趋于饱和,合理开发利用深层地下空间已成为缓解城市空间资源压力的有效途径。资料表明,目前的深层地下空间开发尚处于初级阶段,主要为大型交通设施和市政服务设施。由进一步分析可知,适合布置于深层地下空间的设施还可包括物流设施、仓储设施和特种工程等。此外,率先探索深层地下空间开发的地区多为世界级大城市,且多位于深部土层物理力学性质十分特殊的滨海软土地区,在开发过程中可能会遇到较多工程难题。以上海为例,结合其典型的滨海软土地层和3个相关工程实例,探讨了包括承压水突涌、流砂与管涌、土体变形和地面沉降以及天然气逃逸几类关键工程问题。通过梳理上述内容,总结了滨海软土地区深层地下空间开发现状和工程问题,为其未来大规模开发提供参考。

     

    Abstract: With the continuous construction and development of cities nowadays, the utilization of medium and shallow underground space has reached a certain scale in many areas and even saturated in some metropolises. Rational development of deep underground space has become an effective way to alleviate the pressure of urban space. The literature review reveals that the development of deep underground space is still at a primary stage, mainly for large-scale traffic facilities and municipal service facilities. According to the further analysis, logistics and storage facilities and special projects should also be considered. Additionally, the majority exploring deep underground space development are the world-class cities, most of which locate in coastal soft soil areas where many engineering problems might be encountered during the construction because of the unique physical and mechanical properties of the soil. Taking Shanghai as an example, based on its typical soil layer and three related cases, several engineering problems are discussed, including confined water in rush, quicksand and piping, soil deformation, ground subsidence, and gas escape. By sorting out the above contents, the development status and engineering problems of deep underground space utilization in coastal soft soil areas are summarized, providing a reference for large-scale development in the future.

     

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