狭窄河谷高面板堆石坝变形控制与结构安全
作者:
作者单位:

(1.宁夏六盘山水务有限公司,宁夏 固原756000;2. 南京水利科学研究院大坝安全与管理研究所,江苏 南京210029;3.水利部大坝安全管理中心,江苏 南京210029)

作者简介:

王建军(1973—),高级工程师,主要从事水利工程运行管理研究。E-mail:2474183334@qq.com

中图分类号:

TU45

基金项目:

国家自然科学基金面上项目(51979173)


Deformation control and structure safety of high concrete faced rockfill dams in a narrow valley
Author:
Affiliation:

(1.Ningxia Liupanshan Water Industry Co., Ltd., Guyuan 756000, China;2.Dam Safety Management Department, Nanjing Hydraulic Research Institute, Nanjing 210029, China;3.Dam Safety Management Center of Ministry of Water Resources, Nanjing 210029, China)

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    摘要:

    以我国拟建的狭窄河谷区230.m级面板堆石坝为例,系统介绍了狭窄河谷区面板堆石坝变形控制理念和相应的工程措施,通过全面的坝料瞬变、流变和界面特性试验,确定了筑坝料的力学特性参数,对大坝施工填筑、蓄水、运行等状态进行数值模拟,重点评价了长期运行过程中混凝土面板、周边缝等关键部位的应力变形。结果表明,采用设置高趾墩、岸坡增模区、面板分缝优化、合理的预沉降期等措施后,保障了该坝的结构安全。

    Abstract:

    A 230.m high concrete faced rockfill dam

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王建军,李卓,方艺翔,等.狭窄河谷高面板堆石坝变形控制与结构安全[J].水利水电科技进展,2022,42(4):67-73.(WANG Jianjun, LI Zhuo, FANG Yixiang, et al. Deformation control and structure safety of high concrete faced rockfill dams in a narrow valley[J]. Advances in Science and Technology of Water Resources,2022,42(4):67-73.(in Chinese))

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  • 收稿日期:2021-09-23
  • 在线发布日期: 2022-07-07