首页 | 本学科首页   官方微博 | 高级检索  
     

饱水 -失水循环下泥岩的剪切蠕变特性研究
引用本文:赖远超,李朋伟,邓辉,刘东,苏航. 饱水 -失水循环下泥岩的剪切蠕变特性研究[J]. 水利水电技术, 2019, 50(7): 195-201
作者姓名:赖远超  李朋伟  邓辉  刘东  苏航
作者单位:1. 成都理工大学 环境与土木工程学院,四川 成都 610059; 2. 成都理工大学 地质灾害防治与地质环境保护国家重点实验室,四川 成都 610059
基金项目:国家自然科学基金项目( 41272332)
摘    要:为研究滇中红层泥岩在饱水 -失水循环作用下的剪切蠕变特性,采用 YBL -300 剪切流变仪开展了剪切流变试验。试验结果表明: ( 1) 滇中红层泥岩在法向正应力较低时,饱水 - 失水循环下的泥岩蠕变剪应力相较于饱和状态与天然状态下的分别减少了74%与 79%; ( 2) 饱水 - 失水循环引起了剪切蠕变曲线中出现“台阶”现象,而在同一级蠕变曲线中,饱水 - 失水循环次数的增多,“台阶” 现象逐渐消失; ( 3) 法向正应力较小时,饱水 - 失水循环对泥岩的剪切蠕变特性影响较大,随正应力增大,影响逐渐减小; ( 4) 通过五元件粘弹性剪切蠕变模型和幂函数型经验模型构建了饱水 - 失水循环泥岩剪切蠕变应变 -时间线方程,并得出与试验相符的应变 -时间模拟线。

关 键 词:滇中红层软岩  剪切蠕变  饱水 -失水循环  蠕变方程  
收稿时间:2018-09-07

Study on shear creep behavior of mudstone under saturated-dehydrated cycling
LAI Yuanchao,LI Pengwei,DENG Hui,et al. Study on shear creep behavior of mudstone under saturated-dehydrated cycling[J]. Water Resources and Hydropower Engineering, 2019, 50(7): 195-201
Authors:LAI Yuanchao  LI Pengwei  DENG Hui  et al
Affiliation:1. Environmental and Civil Engineering College,Chengdu Science and Technology University,Chengdu 610059,Sichuan,China; 2. Environmental and Civil Engineering College,State Key Laboratory of Geological Hazard Prevention and Geo Environmental Protection Laboratory,Chengdu Science and Technology University,Chengdu 610059,Sichuan,China
Abstract:In order to study the shear creep characteristics of red mudstone in Central Yunnan under the action of saturated water loss cycle,a shear rheometer is used to carry out relevant tests. The test results indicate that ( 1) when the normal stress of the mudstone of the red layer in the Middle Yunnan is low, the creep shear stress of the mudstone under the saturated water and water loss cycle decreases by 74% and 79% respectively,compared with the saturated state and the natural state; ( 2) the phenomenon of“step”in the shear creep curve is caused by the water satiety-water loss cycle,and in the same creep curve, the number of full water-water loss cycle increases,and the“step”phenomenon is gradually disappearing; ( 3) when the normal stress is small, the saturated water loss cycle has great influence on the shear creep properties of mudstone,and the effect decreases with the increase of normal stress; ( 4) by using the viscoelastic shear creep model of five elements and the power function model, the shear creep strain time line equation of the saturated water and water lost circulation mudstone is constructed,and the strain time simulation line which is consistent with the test is obtained.
Keywords:red bed soft rock in central Yunnan  shear creep  water satiety-water loss cycle  creep equation  
本文献已被 CNKI 等数据库收录!
点击此处可从《水利水电技术》浏览原始摘要信息
点击此处可从《水利水电技术》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号