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浸湿对原状Q2黄土微观结构与力学性质的影响研究
引用本文:方祥位,欧益希,李春海,李 捷,申春妮. 浸湿对原状Q2黄土微观结构与力学性质的影响研究[J]. 岩土力学, 2015, 36(Z2): 111-117. DOI: 10.16285/j.rsm.2015.S2.014
作者姓名:方祥位  欧益希  李春海  李 捷  申春妮
作者单位:1. 后勤工程学院 土木工程系,重庆 401311;2. 总参工程兵科研四所,北京 100850;3. 重庆科技学院 建筑工程学院,重庆 401331
基金项目:国家自然科学基金资助(No.11272354,No.51479208);总后勤部基建营房部资助项目(No. CY114C022)
摘    要:改进了非饱和三轴浸水试验系统,通过调整吸力控制土样的浸湿程度;进行了环境电镜扫描和非饱和三轴压缩试验,研究了浸湿引起的Q2黄土微观结构变化和力学性质变化。微观结构测试表明,Q2黄土集粒间孔隙以引起中等或弱湿陷的中等孔隙为主;围压不变,随着浸湿程度的加深,孔径较大的集粒间孔隙相对含量逐渐减少,而孔径为10~20 ?m的孔隙相对含量逐渐增大。三轴压缩试验结果显示,不同浸湿程度的Q2黄土应力-应变关系均呈弱软化型,可分为偏应力随轴向应变快速上升、缓慢上升和缓慢下降至平稳3个阶段。分析了浸湿后Q2黄土的力学性质与微观结构特征之间的关系。引入微观结构参数,将微观结构特征与宏观力学性质联系起来,初步建立了考虑微观结构影响的Q2黄土本构模型。

关 键 词:Q2黄土  环境电镜扫描  微观结构  非饱和三轴压缩  本构模型  浸湿  
收稿时间:2015-07-27

Research on influence of soaking on microstructure and mechanical behavior of Q_2 loess
FANG Xiang-wei,OU Yi-xi,LI Chun-hai,LI Jie,SHEN Chun-ni. Research on influence of soaking on microstructure and mechanical behavior of Q_2 loess[J]. Rock and Soil Mechanics, 2015, 36(Z2): 111-117. DOI: 10.16285/j.rsm.2015.S2.014
Authors:FANG Xiang-wei  OU Yi-xi  LI Chun-hai  LI Jie  SHEN Chun-ni
Affiliation:1. Department of Civil Engineering, Logistical Engineering University, Chongqing 401311, China; 2. The Fourth Engineering Research Institute of General Staff, Beijing 100850, China; 3. School of Civil Engineering and Architecture, Chongqing University of Science and Technology, Chongqing 401331, China
Abstract:Triaxial soaking test system is developed; and test samples could be soaked to different saturations. Microstructures of Q2 loess of different saturations are observed by environmental scanning electron microscope (ESEM) and their mechanical behaviors are investigated through unsaturated triaxial tests. ESEM tests show that inter-aggregate pores of Q2 loess mainly consist of those that induce moderate or slight hydro-collapse. Confining pressure held constant, ration of inter-aggregate pores of larger size decreases with saturation; while that of inter-aggregate pores of 10-20 ?m increases. Results of unsaturated triaxial test show that stress-strain curves of Q2 loess of different saturations are all slightly strain-softening, and could be divided into three phases: rapid increase of deviatoric stress with axial strain, slight increase and slight decrease of deviatoric stress to a constant with axial strain. Relation between microstructure and mechanical behavior of Q2 loess after soaking is analyzed. A microstructural parameter is introduced that relates microstructure and mechanical behavior. A constitutive model of Q2 loess is established preliminarily considering influence of microstructure.
Keywords:Q2 loess  ESEM  microstructure  unsaturated triaxial test  constitutive model  soaking  
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