<?xml version="1.1" encoding="utf-8"?>
<article xsi:noNamespaceSchemaLocation="http://jats.nlm.nih.gov/publishing/1.1/xsd/JATS-journalpublishing1-mathml3.xsd" dtd-version="1.1" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"><front><journal-meta><journal-id journal-id-type="publisher-id">UAID</journal-id><journal-title-group><journal-title>Urban Architecture and Development</journal-title></journal-title-group><issn>2995-2441</issn><eissn>2993-270X</eissn><publisher><publisher-name>Art and Technology</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.61369/UAID.2026020059</article-id><article-categories><subj-group subj-group-type="heading"><subject>Article</subject></subj-group></article-categories><title>临近地铁线路的基坑施工监测与风险控制措施研究</title><url>https://artdesignp.com/journal/UAID/4/2/10.61369/UAID.2026020059</url><author>朱宣奇</author><pub-date pub-type="publication-year"><year>2026</year></pub-date><volume>4</volume><issue>2</issue><history><date date-type="pub"><published-time>2026-06-20</published-time></date></history><abstract>为降低临近运营地铁线路基坑开挖对隧道结构与轨道状态的不利影响，本文以某城市轨道交通邻近深基坑工程为背景，工程应用表明，该体系可实现风险前置识别与闭环控制，降低变形突增与涌水突砂等事件概率，为同类邻近地铁基坑安全施工提供参考。</abstract><keywords>临近地铁, 深基坑, 施工监测, 变形控制</keywords></article-meta></front><body/><back><ref-list><ref id="B1" content-type="article"><label>1</label><element-citation publication-type="journal"><p>[1]李好懿 ,谢一鸣 ,张平 .济南某地铁线路深基坑降水施工技术 [J].建筑机械化 ,2024,45(03):98-101.
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