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西山水库坝型比选及堆石重力坝结构设计计算

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针对西山水库坝线处岩体强风化较厚、裂隙发育,右岸山体单薄抗滑及抗变形能力差等不利条件,结合坝址区地形地质等客观条件,按刚性坝和柔性坝两大类围绕工程布置、坝型适宜性、施工条件和工程投资等关键技术内容进行对比论证.设计优选工程特性匹配性好且经济的重力坝坝型,坝体抗滑稳定及应力计算表明:重力坝枢纽布置方案技术可行、结构合理.研究成果可为工程顺利施工建设提供技术保障.
Comparison and Selection of Dam Types for Xishan Reservoir and Structural Design Calculation of Rockfill Gravity Dam
Xishan Reservoir has unfavorable conditions such as strong weathering and thick rock mass at the dam line,developed cracks,and poor anti-sliding and anti-deformation ability of the right bank mountain.Based on objective conditions such as terrain and geology in the dam site area,this article compares and demonstrates the key technical contents of engineering layout,dam type suitability,construction conditions,and engineering investment between rigid and flexible dams,and designs the optimal gravity dam type with good matching engineering characteristics and economy.The calculation results indicate that the layout scheme of the gravity dam hub is technically feasible and structurally reasonable.The research results can provide technical support for the smooth construction of engineering projects.

comparison and selection of dam typesgravity damanti-skid stabilitystress analysis

孙兆祥、王海波、田锋

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贵州新中水工程有限公司,贵州 贵阳 550081

西南大学资源环境学院,重庆 400715

坝型比选 重力坝 抗滑稳定 应力分析

重庆市水利科技项目

SLK2023072

2024

云南水力发电
云南水力发电工程学会

云南水力发电

影响因子:0.213
ISSN:1006-3951
年,卷(期):2024.40(10)