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大尺度土坝漫顶溃决试验工程性态测试与分析

王士军 谷艳昌 王宏 黄海兵 皞严吉 庞琼

岩土工程学报2016,Vol.38Issue(10):1881-1888,8.
岩土工程学报2016,Vol.38Issue(10):1881-1888,8.DOI:10.11779/CJGE201610018

大尺度土坝漫顶溃决试验工程性态测试与分析

Monitoring and analysis of full-scale embankment overtopping failure tests

王士军 1谷艳昌 2王宏 1黄海兵 2皞严吉 1庞琼2

作者信息

  • 1. 南京水利科学研究院,江苏南京 210029
  • 2. 水利部大坝安全管理中心,江苏南京 210029
  • 折叠

摘要

Abstract

Overtopping is one of the major factors leadingto embankment dam failure.In order to study damperformance and evolution before damfailure, a full-scale overtopping failure test on embankment dam with the maximum height of 9.7m is carried out. The monitoring techniques for thetest with various instruments are introduced,including water level gauges, thermometers, osmometers, piezometer tubes, distributed optical cables, moisture transducers, inclinometers, multi-parameter transducers, total station, level gauges, etc. The seepage, deformation, temperature data and variation characteristics of the dam are monitored from dam filling, initial impounding to dam failure.The monitoring data are analyzed, showing the reliability and validity of the osmometers, moisture transducers, inclinometers and multi-parameter transducers, and their monitoring techniques are verified.The moisture transducers are more sensitive thantheosmometers during reservoir impounding. The dam body deflects from upstream to downstream with the increase ofreservoir water.The observed maximum dam settlement is 5.21%,and the observed maximum dam inclination is 2.242°.Theresearch results are valuable to the studyon the evolution mechanism of dams andtheearly-warning indices of unexpected accidents.

关键词

土坝/大尺度/漫顶溃决试验/测试技术

Key words

embankment dam/full scale/overtopping failure test/monitoringtechnique

分类

建筑与水利

引用本文复制引用

王士军,谷艳昌,王宏,黄海兵,皞严吉,庞琼..大尺度土坝漫顶溃决试验工程性态测试与分析[J].岩土工程学报,2016,38(10):1881-1888,8.

基金项目

国家重点研发计划项目(2016YFC0401600);国家国际科技合作专项项目(2011DFA72810);水利部公益性行业科研专项(201501033);南京水利科学研究院重点基金项目(Y713007);江苏省水利科技项目 ()

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

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