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三峡船闸高边坡锚索预应力损失监测成果分析

樊少鹏 肖碧 王公彬 闵征辉

人民长江2015,Vol.46Issue(24):82-87,6.
人民长江2015,Vol.46Issue(24):82-87,6.DOI:10.16232/j.cnki.1001-4179.2015.24.020

三峡船闸高边坡锚索预应力损失监测成果分析

Analysis of monitoring results of pre-stress loss in anchorage cables installed at high slope of ship-lock of Three Gorges Project

樊少鹏 1肖碧 2王公彬 1闵征辉2

作者信息

  • 1. 国家大坝安全工程技术研究中心,湖北 武汉 430010
  • 2. 长江勘测规划设计有限责任公司,湖北 武汉 430010
  • 折叠

摘要

Abstract

In order to understand the long-term performance of the pre-stressed anchorage cables installed in high slope of ship-lock of Three Gorges Project, the statistical analysis on the pre-stress variation process was carried out on the basis of the 15 years'monitoring data from 73 anchorage cables. The magnitude and distribution characteristic of the pre-stress loss at the locking moment and after the locking till December of 2014 are presented. The mode of the sequential curve of pre-stress loss after the locking are divided and the evolution laws under different modes are summarized and compared. The 3-stage pattern is the most representative, namely the abrupt spurt stage, randomly up-down attenuation stage and periodically stable fluctuation stage. The reason and influential factors of pre-stress loss are summarized in terms of different stages. The relationship between the pre-stress loss and the stability of slope is briefly discussed.

关键词

预应力损失/锚索/高边坡/三峡船闸

Key words

pre-stress loss/anchorage cables/high slope/ship-lock of Three Gorges Project

分类

建筑与水利

引用本文复制引用

樊少鹏,肖碧,王公彬,闵征辉..三峡船闸高边坡锚索预应力损失监测成果分析[J].人民长江,2015,46(24):82-87,6.

基金项目

国家大坝安全工程技术研究中心研究项目"预应力锚索耐久性研究"(CX2014Z02) (CX2014Z02)

人民长江

OA北大核心

1001-4179

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