防灾与环境

岩溶区火成岩侵入下风化深槽特征及处理措施

  • 余加松 ,
  • 郭果 ,
  • 伍登浩
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  • 1.中国电建集团贵阳勘测设计研究院有限公司,贵阳 550081;
    2.贵州省水利水电勘测设计研究院有限公司,贵阳 550002
余加松(1990—),男,贵州大方人,硕士,高级工程师,主要从事工程地质、水文地质等工作。E-mail:yujiasong200601@126.com
伍登浩(1990—),男,贵州安顺人,硕士,高级工程师,主要从事工程地质、水文地质等工作。E-mail:390850142@qq.com

收稿日期: 2025-03-28

  网络出版日期: 2026-01-26

基金资助

中国电建贵阳院科技项目(ZL24010035)

Characteristics and Treatment Measures of Deep Weathering Troughs Caused by Igneous Rock Intrusion in Karst Areas

  • Yu Jiasong ,
  • Guo Guo ,
  • Wu Denghao
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  • 1. Power China Guiyang Engineering Corporation Limited, Guiyang 550081, P. R. China;
    2. Guizhou Survey and Design Research Institute For Water and Hydropower, Guiyang 550002, P. R. China

Received date: 2025-03-28

  Online published: 2026-01-26

摘要

贵州张家寨水库坝址区受岩溶与火成岩侵入耦合作用影响,发育多处风化深槽,对工程建设构成严峻挑战。通过地表地质调查、坑槽探、钻探、物探及岩土体试验等手段,查明左坝肩发育3处纵向溶蚀风化深槽,右坝肩发育1处水平向风化深槽。风化深槽来源于“构造-火成岩-岩溶耦合”和“接触带差异风化-构造-地形耦合”两种成因,建立了不同类型风化深槽的“精准勘探-分类处置-动态监测”处置框架,提出了差异化处理措施,经帷幕处理后下游泉水干枯,灌浆效果明显,坝基满足稳定要求。研究成果可为类似工程提供借鉴参考。

本文引用格式

余加松 , 郭果 , 伍登浩 . 岩溶区火成岩侵入下风化深槽特征及处理措施[J]. 地下空间与工程学报, 2025 , 21(S2) : 933 -939 . DOI: 10.20174/j.JUSE.2025.S2.47

Abstract

At the Zhangjiazai Reservoir dam site in Guizhou, China, the coupled influence of karst processes and igneous intrusions has produced multiple deep weathering troughs, which pose significant challenges to the engineering construction. Through surface geological mapping, test pits and trenches, drilling, geophysical surveys, and geotechnical testing, three longitudinal troughs formed by karst and weathering on the left abutment, and one trough with a lateral orientation on the right abutment are identified. These features arise from two coupled mechanisms: coupling among tectonics, igneous intrusion, and karst; and differential weathering along intrusion contacts combined with tectonics and topography. We establish a management framework for different trough types that includes targeted investigation, classification driven treatment, and dynamic monitoring, and we propose differentiated mitigation measures. After curtain grouting, downstream springs dried up, indicating a clear improvement in cutoff performance, and the dam foundation meets stability requirements. The results provide a useful reference for similar engineering projects.

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