首页|富水弱胶结砂岩隧道地表降水参数优化研究

富水弱胶结砂岩隧道地表降水参数优化研究

扫码查看
富水弱胶结砂岩成岩性差,遇水易失稳成流塑状.为保障隧道施工安全,依托某隧道工程开展地表降水参数优化研究.通过数值模拟和现场试验,分析地表深井降水时间、间距、直径对地下水位的影响.数值结果表明,采用地表超深井降水时,砂岩地层地下水位先大幅下降,随后逐渐趋于稳定.随着降水井间距的减小和降水井直径的增加,降水稳定后的地下水位也逐渐降低.从降水效果来看,降水井间距是影响地下水位的主要因素,试验结果与数值结果吻合良好.综合多因素考虑,建议砂岩地层超深井降水井参数为:间距 16m、直径 600 mm、预降水时间 90 d.研究结果可为富水砂岩隧道的安全施工提供借鉴.
Optimization Study of Surface Precipitation Parameters for Water-rich Weakly Cemented Sandstone Tunnel
Water-rich and weakly cemented sandstone strata have poor rock formation and very sensitive water stability characteristics,which are easy to destabilize into flow plasticity and cause disasters.In order to ensure the safety of tunnel construction,a tunnel project is relied on to carry out the optimization study of surface precipitation parameters.Through the combination of numerical model and field test,the influence of surface deep well precipitation time,spacing and pipe diameter on the groundwater level around the tunnel was analyzed.The numerical results show that:when surface ultra-deep wells are used for precipitation,the groundwater level in the sandstone formation first drops significantly and then gradually stabilizes.As the spacing of the descending wells decreases and the diameter of the descending wells increases,the groundwater level after stabilization of the descending water gradually decreases.From the effect of precipitation,the spacing of precipitation wells is the main factor affecting the groundwater level,and the experimental results are in good agreement with the numerical results.Taking multiple factors into consideration,the parameters of the ultra-deep well precipitation wells in sandstone formation are recommended to be:spacing of 16 m,diameter of 600 mm,and 90 d of pre-precipitation time.The research results can provide reference for the safe construction of water-rich sandstone tunnel.

water-rich sandstone tunnelsurface precipitation optimizationnumerical simulationspacing of precipitation wellsdiameter of precipitation wells

赵梓宇、任玉鹏、董耀斌、陈宏文、樊浩博

展开 >

石家庄铁道大学 道路与铁道工程安全保障省部共建教育部重点实验室,河北 石家庄 050043

中国铁路兰州局集团有限公司 银川工程建设指挥部,宁夏 银川 750000

富水砂岩隧道 地表降水优化 数值模拟 降水井间距 降水井直径

青年人才托举工程项目河北省高等学校科学技术研究项目

2021QNRC001BJK2023079

2024

石家庄铁道大学学报(自然科学版)
石家庄铁道大学

石家庄铁道大学学报(自然科学版)

CSTPCD
影响因子:0.757
ISSN:2095-0373
年,卷(期):2024.37(1)
  • 15