首页 | 官方网站   微博 | 高级检索  
     

Q_2黄土流变特性及其统计损伤流变模型
引用本文:谢星,王东红,赵法锁.Q_2黄土流变特性及其统计损伤流变模型[J].水文地质工程地质,2010,37(3):63-68.
作者姓名:谢星  王东红  赵法锁
作者单位:长安大学地球科学与资源学院;机械工业勘察设计研究院;长安大学地质工程研究所;
摘    要:通过对西安地区不同湿度原状Q2黄土的单轴蠕变试验和三轴蠕变试验,得到了Q2黄土的单轴、三轴蠕变曲线和应力-应变等时曲线。试验曲线分析表明,Q2黄土具有明显的非线性流变特性。Q2黄土的粘弹性特性可采用五元件广义的Kelvin模型来描述,其线性粘塑性特性可用与一滑块并联的Maxwell模型来描述,而非线性粘塑性特性可通过损伤与塑性应变的耦合作用来反映。在考虑损伤门槛值的统计损伤及黄土粘弹塑性组合模型的基础上,应用应变等效原理,建立了考虑瞬时损伤的统计损伤流变模型,并通过拟牛顿法确定了相应的模型参数。该模型能够很好地模拟黄土流变非线性特征,该模型不仅参数较少,而且适用性较广。

关 键 词:Q2黄土    非线性    蠕变特性    统计损伤蠕变模型

Study on rheological properties and statistical damage rheological model for Q_2 loess
XIE Xing,WANG Dong-hong,ZHAO Fa-suo.Study on rheological properties and statistical damage rheological model for Q_2 loess[J].Hydrogeology and Engineering Geology,2010,37(3):63-68.
Authors:XIE Xing  WANG Dong-hong  ZHAO Fa-suo
Affiliation:1. School of Earth Sciences and Resources Management,Chang’an University,Xi’an 710054,China; 2. China Jikan Geotechnical Institute,Xi’an 710043,China; 3. Institute of Geological Engineering,Chang’an University,Xi’an 710054,China
Abstract:By means of indoor uniaxial and triaxial creep tests under different pressure of Q2 loess with different water contents in Xi'an areas,the uniaxial and triaxial creep curves and stress -strain isochronous curves are got. The results show that Q2 loess has nonlinearity rheological properties. On the basis of these,viscoelastic creep phase is simulated by the generalized Kelvin model,linear viscoplastic creep phase is simulated by the Maxwell model which is parallel connected by a slider,and nonlinear viscopl...
Keywords:Q2 loess  nonlinear  rheological properties  statistical damage rheological model  
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《水文地质工程地质》浏览原始摘要信息
点击此处可从《水文地质工程地质》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-23

京公网安备 11010802026262号