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香山隧道砂岩降水效果评估与改进策略

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文章阐述了中兰铁路香山隧道在新近系富水弱胶结砂岩地层中的施工问题,特别是关于超前地表深井降水的效果和后续改进策略.在深井降水后,洞内的含水率和渗水情况得到了显著改善,基岩裂隙水明显减少,围岩表现出较好的自稳性,并基于实际施工和观测数据,对深井降水效果进行了评估.为了确保降水效果并进一步加强砂岩稳定性,提出了一系列改进措施,建议采用技术和材料上的创新策略,并强调了建立高效监测体系的重要性.
Evaluation and Improvement Strategies for Water Reduction in Xiangshan Tunnel Sandstone
This paper focuses on the construction of Xiangshan Tunnel of Zhonglan Railway in Neogene water-rich weakly cemented sandstone strata,especially on the effect of advanced surface deep well dewatering and subsequent improvement strategies.After deep well dewatering,the water content and seepage in the cave have been significantly improved,the bedrock fissure water has been significantly reduced,and the surrounding rock has shown better self-stability.Based on the actual construction and observation data,the effect of deep well dewatering is evaluated.In order to ensure the precipitation effect and further strengthen the stability of sandstone,a series of improvement measures are proposed.It is recommended to adopt innovative strategies in technology and materials,and the importance of establishing an efficient monitoring system is emphasized.

tunnelsandstoneprecipitationevaluationimprovement

李硕

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中铁第五勘察设计院集团有限公司,北京 102600

隧道 砂岩 降水 评估 改进

2024

江苏建筑
江苏省土木建筑学会,江苏省建筑科学研究院有限公司

江苏建筑

影响因子:0.395
ISSN:1005-6270
年,卷(期):2024.(1)
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