长江科学院院报 ›› 2012, Vol. 29 ›› Issue (11): 77-81.DOI: 10.3969/j.issn.1001-5485.2012.11.017

• 岩土工程 • 上一篇    下一篇

延安Q2黄土三轴蠕变特性试验研究

赵宪民1,2，段 钊1，何青峰3， 宋 飞1   

  1. 1.长安大学 地质工程与测绘学院，西安710054; 2.陕西省水利电力勘测设计研究院，西安710001;3.西安科技大学 地质与环境学院，西安710054
  • 收稿日期:2012-04-30 出版日期:2012-11-01 发布日期:2012-11-15
  • 通讯作者: 段钊（1985-），男，陕西西安人，博士研究生，主要从事黄土滑坡机理及防治技术等方面的研究
  • 作者简介:赵宪民（1963-），男，陕西蒲城人，高级工程师，博士，主要从事工程地质等方面的科研工作
  • 基金资助:

    国家自然科学基金资助项目（40875215）；长安大学中央高校基本科研业务费专项资金资助项目（CHD2010JC118）

Triaxial Test on the Creep Characteristics of Q2 Loess in Yan'an

ZHAO Xian-min1,2,  DUAN Zhao1,  HE Qing-feng3,  SONG Fei1   

  1. 1.College of Geology Engineering and Geomatics, Chang'an University, Xi'an  710054, China; 2.ShaanxiProvincial Institute of Water Resources and Electric Power Investigation and Design,  Xi'an  710001, China;3.School of Geology and Environment, Xi'an University of Science and Technology, Xi'an  710054, China
  • Received:2012-04-30 Online:2012-11-01 Published:2012-11-15

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摘要： 对延安地区Q2黄土进行了三轴蠕变试验，通过试验得到了延安Q2黄土不同含水率及不同围压条件下应变—时间曲线和应力应变等时曲线。经过曲线分析发现，应力水平、围压及含水率对延安Q2黄土的蠕变特性具有较大影响，且当应力水平高于试样的屈服应力时，Q2黄土表现出显著的非线性蠕变特性。根据蠕变试验结果及模型原理，利用类比法建立了三维应力状态下的黏弹塑性蠕变模型。在此基础上，建立了考虑瞬时损伤的黄土蠕变本构模型，并运用拟牛顿法对模型中的各项参数进行拟合，结果表明：该本构模型适用于延安地区Q2黄土的蠕变研究，同时，期望该研究成果能为黄土高原其他地区岩土工程设计提供理论及实践意义。

关键词: 延安Q2黄土, 三轴蠕变试验, 蠕变特性, 蠕变本构模型

Abstract: Triaxial creep tests are performed on Yan'an Q2 loess to obtain the triaxial creep curves and stress-strain isochronous curves under different water contents and confining pressures. Analysis on the curves reveals that stress magnitude, confining pressure and water content has great impact on the creep characteristics of Yan'an Q2 loess, and when the stress is higher than the sample's yield stress, obvious nonlinear creep characteristic is found. The visco-elasticity-plasticity creep model of the loess is established by analogy in line with the modeling theory and the test results. On the basis of these, the visco-elasticity-plasticity constitutive creep model of the loess considering instantaneous damage is established, and the relevant parameters are fitted by Quasi-Newton method. The applicability of this constitutive model is verified by comparison between theoretical curve and experimental curve. The research results are of theoretical and practical value for the geotechnical engineering in the loess plateau. 

Key words: Yan'an Q2 loess, triaxial creep test, creep characteristics, creep constitutive model

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