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马鞍桥水库混凝土心墙堆石坝静力特性分析

孙健

云南水力发电2025,Vol.41Issue(4):101-103,3.
云南水力发电2025,Vol.41Issue(4):101-103,3.DOI:10.3969/j.issn.1006-3951.2025.04.024

马鞍桥水库混凝土心墙堆石坝静力特性分析

Static Characteristics Analysis of Ma'anqiao Reservoir Concrete Core Wall Rockfill Dam

孙健1

作者信息

  • 1. 新疆兵团勘测设计院集团股份有限公司,新疆 石河子 832000
  • 折叠

摘要

Abstract

Based on the overall planning and layout of Ma'anqiao Reservoir,the treatment measures for the foundation of the concrete core rockfill dam,and the characteristics of the dam materials,this paper establishes a three-dimensional numerical calculation model for the concrete core rockfill dam.It calculates and analyzes the permeability characteristics and mechanical properties of dam materials,as well as the static strain characteristics of concrete core rockfill dams.The calculation results indicate that the stress and deformation behavior of the concrete core rockfill dam scheme is generally good,basically meeting the requirements of normal operation and seismic safety.The preliminary design scheme of the project is feasible.

关键词

混凝土心墙堆石坝/马鞍桥水库/三维有限元静力计算

Key words

concrete core rockfill dam/Ma'anqiao Reservoir/three dimensional finite element static calculation

分类

水利科学

引用本文复制引用

孙健..马鞍桥水库混凝土心墙堆石坝静力特性分析[J].云南水力发电,2025,41(4):101-103,3.

基金项目

新疆兵团科技创新团队项目(S2024SB383) (S2024SB383)

云南水力发电

1006-3951

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