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松子坑水库12#坝安全稳定性分析

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松子坑水库二期扩建工程实施后,原一期工程12#坝双向挡水,运行工况发生了根本性的变化。本文主要对12#坝的各种运行工况进行坝坡稳定分析。
If the second stage of Songzikeng Reservoir project is put into effect,the No.12 dam which was built before will be two-way retaining,and its operating conditions will have fundamental changes.The stability of the No.12 dam in various operating conditions is been analysed in this paper.

Two-way retainingZoned earth damStability

张媚青

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深圳市水务规划设计院,广东,深圳,518001

双向挡水 分区坝 稳定性

2013

建筑与文化(学术版)
世纪图书出版公司

建筑与文化(学术版)

ISSN:1672-4909
年,卷(期):2013.(7)
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