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基于隘口水库溶洞处理措施的右岸边坡变形特征探讨

Discussion on deformation characteristics of right bank slope of Aikou Reservoir based on treatment measures of its karst cave
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摘要 隘口水库地处喀斯特发育区,右岸发育多个溶洞(溶洞群),其中近右坝肩的K6溶洞对水库防渗及右岸边坡变形稳定有较大影响,必须进行工程处理。本文根据K6溶洞发育情况、分期分步处理措施,并结合变形观测资料与三维有限元计算成果对右岸边坡变形特征及K6溶洞处理效果进行了初步分析与探讨,提出了K6溶洞下一步处理建议。 Aikou Reservoir is located in a karstified region with several karst caves( karst cave group)in its right bank, among which the K6 karst cave near the right abutment has a larger impact on the anti-seepage of the reservoir and the deformation stability of the right bank slope and then must be treated with the relevant engineering measures. In accordance with the development of the karst cave and the treatment measures in phases and in steps, the deformation characteristics of the right bank slope and the effect of the treatment made for the K6 karst cave are preliminarily analyzed and discussed herein in combination with the data of deformation observation and the 3-D finite element calculation concerned, simultaneously, the suggestion for the further treatment of the karst cave is put forward as well.
出处 《水利水电技术》 CSCD 北大核心 2012年第9期65-68,共4页 Water Resources and Hydropower Engineering
关键词 隘口水库 喀斯特发育区 溶洞 处理措施 边坡变形 重庆 Aikou Reservoir karstified region karst cave treatment measure slope deformation Chogqing
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参考文献3

  • 1中国水电工程顾问集团贵阳勘测设计研究院.重庆秀山县隘口水库防渗处理工程K6溶洞处理与边坡变形分析(现场咨询报告)[R].贵阳:中国水电工程顾问集团贵阳勘测设计研究院,2011.
  • 2四川大学,重庆市水利电力建筑勘测设计研究院.重庆市秀山县隘口水库渗流及坝体稳定性三维有限元分析报告[R].重庆:四川大学,重庆市水利电力建筑勘测设计研究院,2011.
  • 3重庆博通水利信息网络有限公司.隘口水库大坝监测月报[R].重庆:重庆博通水利信息网络有限公司,2011.

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