超大直径盾构下穿变形敏感区地层变形机理及安全控制技术分析_OpenScirbe Publishing

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超大直径盾构下穿变形敏感区地层变形机理及安全控制技术分析

Author(s)：
李加念

Publication Title：

Urban and Rural Studies 2025 No.24

Affiliations：
中铁十一局集团城市轨道工程有限公司

DOI：
10.12254/j.issn.2096-6539.2025.24.030

Abstract：
本文结合某隧道工程的实际情况，简要分析了超大直径盾构掘进原理后，重点阐述了超大直径盾构下穿变形敏感区地层变形机理，以克泥效填充为导向，提出了具体的安全控制措施，旨在提高超大直径盾构隧道的施工质量和安全，相关理论成果以期为从业人员提供参考和借鉴。

Keywords：
超大直径盾构；变形敏感区；地层变形机理；安全控制技术

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[1] 李加念.超大直径盾构下穿变形敏感区地层变形机理及安全控制技术分析[J].Urban and Rural Studies,2025(24),. https://doi.org/10.12254/j.issn.2096-6539.2025.24.030

城镇建设

Urban and Rural Studies

Language: 中文

CN：10-1589/TU

ISSN：2096-6539

Publication Frequency: 半月刊

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