胶凝砂砾石坝在砂卵砾石深覆盖层基础上的应用
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Application of cementitious gravel dam on the foundation of deep overburden of sand and gravel
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    摘要:

    目前国内外工程实例的胶凝砂砾石坝均选用岩石基础作为建基面,在砂卵砾石覆盖层基础建设胶凝砂砾石坝尚未有先例。结合岷江犍为航电枢纽工程库区防洪堤工程实例,利用材料力学法和有限元法探讨在砂卵砾石深覆盖层基础上采用胶凝砂砾石坝。进行截面设计、稳定及应力分析、坝体构造设计及防渗设计等,并提出砂卵砾石深覆盖层基础上建设胶凝砂砾石坝的地基处理方案。

    Abstract:

    At present,the cemented gravel dams of domestic and foreign engineering examples all use rock foundations as the foundation surface. There is no precedent for the construction of cemented gravel dams on the foundation of sandy gravel overburden. Combining the example of the flood control embankment project in the reservoir area of the Minjiang Qianwei navigation-power junction,this paper uses the material mechanics method and the finite element method to explore the design of cemented gravel dam on the sandy gravel foundation. The cross-section design,stability and stress analysis,dam structure design and anti-seepage design,etc. are carried out,and a foundation treatment plan for building a cemented gravel dam on the foundation of a deep sandy and gravel is proposed.

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韦 瑛,黄冰梅.胶凝砂砾石坝在砂卵砾石深覆盖层基础上的应用[J].水运工程,2021(12):129-134.

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  • 在线发布日期: 2021-12-06
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