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复杂堆积体区导向井开挖及强卸荷裂隙高陡岸坡综合处治研究

冯玉涛 王伟桥 张景伟 刘宪庆 徐浩娟 吴红刚

灾害学2024,Vol.39Issue(4):88-94,7.
灾害学2024,Vol.39Issue(4):88-94,7.DOI:10.3969/j.issn.1000-811X.2024.04.013

复杂堆积体区导向井开挖及强卸荷裂隙高陡岸坡综合处治研究

Study on Guide-well Excavation in Complex Accumulation Area and Comprehensive Treatment of High-steep Bank Slope with Strong Unloading Cracks

冯玉涛 1王伟桥 2张景伟 3刘宪庆 2徐浩娟 4吴红刚5

作者信息

  • 1. 中铁长江交通设计集团有限公司,重庆 401121||重庆大学 土木工程学院,重庆 400045
  • 2. 重庆交通大学 交通运输学院,重庆 400074
  • 3. 郑州大学 土木工程学院,河南 郑州 450001
  • 4. 中铁长江交通设计集团有限公司,重庆 401121
  • 5. 中铁西北科学研究院有限公司,甘肃 兰州 730000
  • 折叠

摘要

Abstract

The Wanzhou Yangtze River Highway Bridge which boasted as the first Arch-bridge of the World needed to add anti-ship collision facilities due to the impoundment of the Three Gorges.As the key content of anti-collision facilities construction,the third guide-well is located on the bank of the accumulation body,affected by the reservoir water dissipation,the strong unloading and the reconstruction of the reservoir bank,it is difficult to excavate and support the accumulation body at the guide-well,and there is a high risk of instability of the 70m steep bank slope.In order to ensure the safety of guide-well construction and operation of the anti-collision facili-ties and the Yangtze River channel,according to the topography geology and tectonic hydrological characteristics of the project area,the stability of steep bank slope formed by the excavation is simulated and analyzed using FLAC 3D finite element software,the results show that the slope is unstable under the condition of excavation and rainstorm,shear stress concentration at the junction of sandstone,mudstone and fissure is obvious.Based on the results,the supporting scheme of anchor cable ground beam combined with slope jet sealing was adopted the reinforcement and removal scheme of the boulder accumulation were studied,combined with the reservoir water level fluctuation and the schedule,the local removal and membrance bag concrete protection scheme of the accu-mulation was adopted,ensured the safety construction of the third guide-well.

关键词

复杂堆积体/崩塌孤石/卸荷裂隙/高陡岸坡/综合处治

Key words

complex accumulation/collapse boulder/unloading crack/high steep bank slope/compre-hensive treatment

分类

交通工程

引用本文复制引用

冯玉涛,王伟桥,张景伟,刘宪庆,徐浩娟,吴红刚..复杂堆积体区导向井开挖及强卸荷裂隙高陡岸坡综合处治研究[J].灾害学,2024,39(4):88-94,7.

基金项目

重庆市自然科学基金"复杂山区大型堆积体路基变形机制及应急修复关键技术"(CSTB2022NSCQ-MSX0263) (CSTB2022NSCQ-MSX0263)

重庆市技术创新与应用发展专项重点项目"山区道路长期服役性智能评价与提升技术研究及应用"(CSTB2022TIAD-KPX0102) (CSTB2022TIAD-KPX0102)

中国中铁股份有限公司科技研究开发计划"复杂环境路基建造与灾害防治施工技术"(2022-重大专项-07) (2022-重大专项-07)

灾害学

OA北大核心CSTPCD

1000-811X

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