长江科学院院报 ›› 2014, Vol. 31 ›› Issue (11): 81-86.DOI: 10.3969/j.issn.1001-5485.2014.11.0172014,31(11):81-86

• 坝基与边坡分析 • 上一篇    下一篇

边坡岩体风化卸荷特征研究及在姚家坪水利工程中的应用

周黎明,肖国强,王法刚,付代光   

  1. 长江科学院 水利部岩土力学与工程重点实验室,武汉 430010
  • 收稿日期:2014-08-02 修回日期:2014-11-05 出版日期:2014-11-01 发布日期:2014-11-05
  • 作者简介:周黎明(1977-),男,吉林辉南人,高级工程师,博士,主要从事岩土工程地球物理技术方面的研究工作,(电话)027-82927247(电子信箱)brian5396@126.com。
  • 基金资助:
    国家重点基础研究发展计划(973)项目(2011CB710603);国家自然科学基金项目(41202223)

Rock Mass Weathering and Unloading Characteristics: Case Study on the High and Steep Slope of Yaojiaping Hydropower Project

ZHOU Li-ming, XIAO Guo-qiang, WANG Fa-gang, FU Dai-guang   

  1. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan 430010, China
  • Received:2014-08-02 Revised:2014-11-05 Online:2014-11-01 Published:2014-11-05

摘要: 姚家坪水利枢纽工程两岸边坡稳定性研究内容包括边坡卸荷带划分和卸荷岩体质量评价2部分。通过采用小排列折射波法,有效消除了试验平洞开挖后形成的岩体松动区对边坡卸荷带划分的影响,获得了边坡内部与风化卸荷有直接关联的未扰动层原岩波速;根据平洞地质素描和波速测试资料分析高边坡岩体卸荷带的风化卸荷特征;按照国家工程岩体分级标准,根据平洞波速和室内岩石力学试验求取卸荷区岩体的BQ值及其分布规律,最终达到了充分了解和掌握该工程边坡岩体稳定条件的目的。

关键词: 姚家坪水电站, 岩质边坡, 水利工程, 卸荷带

Abstract: The study on rock mass weathering and unloading characteristics in the high and steep slope of Yaojiaping hydraulic engineering mainly include two parts partition of unloading zones in the slope and evaluation of unloading rock mass quality. By employing small arrangement of refraction wave method, we effectively eliminated the effect of excavation disturbed zone (after test adit excavation) on the partition of unloading zones. We also obtained the original rock wave velocity which is directly related to the weathering and unloading. According to national standard of rock mass classification, we carried out wave velocity test and indoor rock mechanical test, and obtained the BQ value of unloading rock mass and its distribution rule.

Key words: Yaojiaping hydro power station, rock slope, hydropower engineering, unloading zone

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