引用本文:刘杰.黄壁庄水库副坝塌陷原因分析[J].水利水运工程学报,2003,(4):20-24
【打印本页】   【HTML】   【下载PDF全文】   查看/发表评论  【EndNote】   【RefMan】   【BibTex】
←前一篇|后一篇→ 过刊浏览    高级检索
本文已被:浏览 614次   下载 0 本文二维码信息
码上扫一扫!
分享到: 微信 更多
黄壁庄水库副坝塌陷原因分析
刘杰
中国水利水电科学研究院,北京,100044
摘要:
简述了黄壁庄水库副坝地基混凝土防渗墙加固中的6次塌陷情况.以最严重的6号塌坝为例,分析了塌坝前后的坝基组成变化及塌坝进程.分析表明,坝基基岩存在溶洞及洞内潜流,致使防渗墙槽孔孔底失稳、灌浆及堵漏材料大量流失和坝基细砂层液化,导致副坝大规模塌陷。
关键词:  黄壁庄水库 副坝 塌陷 混凝土防渗墙 灌浆 基岩溶洞 细砂液化
DOI:
分类号:TV698.232 TV543.82
基金项目:
Collapse causation analysis of the auxiliary dam of Huangbizhuang Reservoir
LIU Jie
Abstract:
The circumstances of the six collapses occurring during the improvement of the concrete cutoff wall in the foundation of the auxiliary dam of Huangbizhuang Reservoir are briefly presented. Variation of the dam foundation composition before and after the collapses and collapse processing are analyzed taking the sixth collapse, the most serious, as an example. Results show that there are solution caverns and submerged current in the bed rock, causing unstability in the bottom of the slot of the cutoff wall, mass loss of the jointing and plugging materials, and liquefaction of the fine size sand layer of the foundation, and finally leading to the collapse of the auxiliary dam collapsed.
Key words:  collapse,slot of the cutoff wall,unstability in the bottom of the slot,solution cavern in the bed rock,liquefaction of fine sand,auxiliary dam of Huangbizhuang Reservoir,
手机扫一扫看