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微重力测量在探测地下构筑物中的应用

张艳国 刘振旺 佟利明

张艳国, 刘振旺, 佟利明. 微重力测量在探测地下构筑物中的应用[J]. 岩土工程技术, 2026, 40(3): 418-422. doi: 10.20265/j.cnki.issn.1007-2993.2025-0166
引用本文: 张艳国, 刘振旺, 佟利明. 微重力测量在探测地下构筑物中的应用[J]. 岩土工程技术, 2026, 40(3): 418-422. doi: 10.20265/j.cnki.issn.1007-2993.2025-0166
ZHANG Yanguo, LIU Zhenwang, TONG Liming. Application of microgravity measurement in detecting underground structures[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2026, 40(3): 418-422. doi: 10.20265/j.cnki.issn.1007-2993.2025-0166
Citation: ZHANG Yanguo, LIU Zhenwang, TONG Liming. Application of microgravity measurement in detecting underground structures[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2026, 40(3): 418-422. doi: 10.20265/j.cnki.issn.1007-2993.2025-0166

微重力测量在探测地下构筑物中的应用

doi: 10.20265/j.cnki.issn.1007-2993.2025-0166
详细信息
    作者简介:

    张艳国,男,1984年生,硕士,高级工程师,主要从事岩土工程勘察工作。E-mail:namezyg@163.com

  • 中图分类号: P223

Application of microgravity measurement in detecting underground structures

  • 摘要: 在工程勘察或地基处理之前,需要探测出场地内遗存地下构筑物的位置和规模。然而,当场地内存在大量建筑垃圾、老旧基础以及电磁干扰等多种不利因素时,会导致一些常用地球物理探测方法应用受限。微重力测量方法对场地要求低,可突破上述不利因素限制,在探测地下的质量异常方面具有明显的优势。本文利用CG-5高精度重力仪,对天津市某机械厂城市更新场地的原地下设备间进行探测,经过数据处理和分析,确定了原地下设备间的位置和大致的平面分布情况,为后续的工程勘察和地基处理工作提供了依据,同时也为同类型场地内浅埋地下构筑物的探测积累了经验。

     

  • 图  1  场地地表条件

    Figure  1.  Surface conditions of the site

    图  2  测网布置示意图

    Figure  2.  Layout diagram of the survey network

    图  3  居民楼重力效应改正模型

    Figure  3.  Model for gravity effect correction of residential buildings

    图  4  重力异常等值线平面图

    Figure  4.  Plan of gravity anomaly contour lines

    图  5  剩余重力异常等值线平面图(仅高度改正)

    Figure  5.  Plan of residual gravity anomaly contour lines (height correction only)

    图  6  剩余重力异常三维图

    Figure  6.  Three dimensional map of residual gravity anomaly

    图  7  验证钻孔剖面图

    Figure  7.  Verification borehole profile

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出版历程
  • 收稿日期:  2025-04-10
  • 修回日期:  2025-08-11
  • 录用日期:  2025-08-25
  • 网络出版日期:  2026-06-08
  • 刊出日期:  2026-06-08

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