摘要
文中以新疆黄沟一库大坝工程为例,依据国家现行规范,采用理正软件中计取条块间作用力的简化毕肖普法,复核计算了大坝目前在静力条件下的稳定性是否满足要求,为坝体结构稳定性评价提供了理论依据。
This article takes dam of the first reservoir of Huanggou as an example.According to the current national regulations,the simplified Bishop method for calculating the force between the bars in the Lizheng software is used to recheck and calculate the current static conditions of the dam.Whether the stability meets the requirements provides a theoretical basis for the evaluation of the stability of the dam structure.
作者
夏明海
Xia Minghai(Irrigation Management Office of Water Conservancy Projects in Kuitun River Basin of Ili Kazakh Autonomous Prefecture,Kuitun,Xinjiang 833200;Kuitun River Water Diversion Project Construction Administration Bureau of the Seventh Division of Xinjiang Production and Construction Corps,Kuitun,Xinjiang 833200)
出处
《江西建材》
2021年第11期232-234,共3页
Jiangxi Building Materials
基金
新疆兵团科技计划项目(2020AB003)。
关键词
水库大坝
坝体结构
安全评价
分析计算
Reservoir dam
Dam structure
Safety evaluation
Analysis and calculation
