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垫脚加锚-高拱坝加固增稳的高效方法
引用本文:周维垣,胡云进,杨若琼.垫脚加锚-高拱坝加固增稳的高效方法[J].水力发电学报,2004,23(1):5-9.
作者姓名:周维垣  胡云进  杨若琼
作者单位:1. 清华大学水利水电工程系,北京,100084
2. 浙江大学建筑工程学院,杭州,310027
基金项目:国家 973项目 (2 0 0 2CB41 2 70 8),中国博士后科学基金 (2 0 0 2 0 31 1 0 0 )
摘    要:本文首先介绍一种加固高拱坝的高效方法—垫脚加锚法 ,并阐述预应力锚索的锚固机理 ,然后对李家峡拱坝的垫脚加锚布置作了介绍。李家峡拱坝垫脚加锚前后的地质力学模型试验成果和整体三维非线性有限元分析成果表明垫脚加锚确有很好的加固增稳效果

关 键 词:水工结构  垫脚加锚  模型试验  拱坝  预应力锚索
修稿时间:2003年1月19日

Anchorage of abutment near by dam toe-effective reinforcement method for high arch dam
ZHOU Weiyuan,HU Yunjin,YANG Ruoqiong.Anchorage of abutment near by dam toe-effective reinforcement method for high arch dam[J].Journal of Hydroelectric Engineering,2004,23(1):5-9.
Authors:ZHOU Weiyuan  HU Yunjin  YANG Ruoqiong
Affiliation:ZHOU Weiyuan 1 HU Yunjin 2 YANG Ruoqiong 1
Abstract:An effective reinforcement method of abutment anchorage for high arch dam is introduced, and anchoring mechanism of pre stressed tendon is expounded. Then, the arrangement of abutment anchorage of Lijiaxia arch dam is presented. Both the geomechanical model test and nonlinear 3 D finite element analysis for Lijiaxia arch dam with or without abutment anchorage show that abutment anchorage has good reinforeement effect for high arch dam.
Keywords:hydraulic structure  ahchorage of abutment near by dam toe  model test  arch dam  pre  stressed tendon
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