›› 2018, Vol. 39 ›› Issue (2): 580-588.doi: 10.16285/j.rsm.2017.0858

• 基础理论与实验研究 • 上一篇    下一篇

低幅应变条件下粉质黏土泊松比的非线性特征

陈树峰1, 2,孔令伟1, 2,黎澄生1, 2   

  1. 1. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,湖北 武汉 430071;2. 中国科学院大学,北京 100049
  • 收稿日期:2017-05-02 出版日期:2018-02-10 发布日期:2018-06-06
  • 通讯作者: 孔令伟,男,1967年生,博士,研究员,博导,主要从事特殊土的力学特性与灾害防治技术研究。E-mail:lwkong@whrsm.ac.cn E-mail:csf1127@qq.com
  • 作者简介:陈树峰,男,1989年生,博士研究生,主要从事特殊土的力学特性与边坡工程方面的研究。
  • 基金资助:

    国家自然科学基金重点项目(No. 41430634);国家自然科学基金项目(No. 41372314)。

Nonlinear characteristics of Poisson's ratio of silty clay under low amplitude strain

CHEN Shu-feng1, 2, KONG Ling-wei1, 2, LI Cheng-sheng1, 2   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China
  • Received:2017-05-02 Online:2018-02-10 Published:2018-06-06
  • Supported by:

    This work was supported by the Key Program of National Natural Science Foundation of China (41430634) and the National Natural Science Foundation of China (41372314).

摘要: 对哈尔滨原状粉质黏土进行共振柱试验,通过扭转及弯曲试验得出相应的弹性模量E、剪切模量G、泊松比ν,旨在分析低幅应变下粉质黏土泊松比随应变发展的非线性特征。试验结果表明:随着应变的增大,粉质黏土剪切模量与弹性模量均出现衰减,但二者衰减并不同步,剪切模量先于弹性模量发生衰减;泊松比随着应变的增大而增大,并随着围压的升高而降低;在半对数坐标系下,泊松比与归一化剪切模量 近似呈线性关系,基于此提出低幅应变下泊松比预测模型。理论推导证明:低幅应变下ν- 曲线呈线性具有其必然性;随着应变的发展和 值的降低,ν- 曲线由斜率一定的线性段过渡到斜率逐渐降低的非线性段,并最终趋近于一定值。基于理论推导建立了泊松比预测模型参数与Hardin-Drnevich模型参数的关系,由此可依据低幅应变下ν- 曲线形态对较高应变下泊松比进行预测,实例验证表明该方法预测结果较好,具有一定应用价值。

关键词: 泊松比, 弹性模量, 剪切模量, 阻尼比, 粉质黏土, 共振柱试验

Abstract: This paper describes the dynamic properties and Poisson's ratio of silty clay, aiming at the nonlinear characteristics of Poisson's ratio under low amplitude strain. A series of resonant column tests was conducted in torsional mode and flexural mode to determine the shear modulus G, elastic modulus E and Poisson's ratio ν. The results show that both E and G decrease with increasing strain, but not synchronously. The reduction of G precedes that of E with increasing strain. And Poisson's ratio ν decreases with the increase of confining pressure, and increases with increasing shear strain. In addition, an empirical model is proposed to describe the linear relationship between ν and in the semi-logarithmic scale, and to predict Poisson’s ratio. Theoretical analysis proves the inevitability of this linear relationship between ν and in small strain level. And with the increase of shear strain (or decreasing ), the ν- curve develops from linear phase to nonlinear regime, and finally approaches to a constant value. Moreover, the relationship between the fitting parameters and the constants of Hardin-Drnevich model is established. The fitting parameters obtained from linear phase can be used for the estimation of the Poisson's ratio in nonlinear phase through this relationship. The case study demonstrates that this method provides good results and has practical value.

Key words: Poisson's ratio, elastic modulus, shear modulus, damping ratio, silty clay, resonant column test

中图分类号: 

  • TU 411

[1] 周跃峰, 杨哲, 饶锡保, 肖国强, 周黎明. 不同含水率下黏土弹性参数的 弯曲−伸展元试验研究[J]. 岩土力学, 2020, 41(S1): 387-393.
[2] 蒋长宝, 魏 财, 段敏克, 陈昱霏, 余塘, 李政科, . 饱水和天然状态下页岩滞后效应及阻尼特性研究[J]. 岩土力学, 2020, 41(6): 1799-1808.
[3] 吴再海, 纪洪广, 姜海强, 齐兆军, 寇云鹏, . 尾砂胶结含盐冻结充填体力学特性研究[J]. 岩土力学, 2020, 41(6): 1874-1880.
[4] 梁珂, 陈国兴, 杭天柱, 刘抗, 何杨, . 砂类土最大动剪切模量的新预测模型[J]. 岩土力学, 2020, 41(6): 1963-1970.
[5] 赵军, 郭广涛, 徐鼎平, 黄翔, 胡偲, 夏跃林, 张頔. 三轴及循环加卸载应力路径下深埋 硬岩变形破坏特征试验研究[J]. 岩土力学, 2020, 41(5): 1521-1530.
[6] 孙静, 公茂盛, 熊宏强, 甘霖睿, . 冻融循环对粉砂土动力特性影响的试验研究[J]. 岩土力学, 2020, 41(3): 747-754.
[7] 刘建民, 邱月, 郭婷婷, 宋文智, 谷川, . 饱和粉质黏土静剪强度与振动后 静剪强度对比研究[J]. 岩土力学, 2020, 41(3): 773-780.
[8] 梁珂, 陈国兴, 刘抗, 王彦臻, . 饱和珊瑚砂最大动剪切模量的 循环加载衰退特性及预测模型[J]. 岩土力学, 2020, 41(2): 601-611.
[9] 梁珂, 何杨, 陈国兴, . 南沙珊瑚砂的动剪切模量和阻尼比特性试验研究[J]. 岩土力学, 2020, 41(1): 23-31.
[10] 芮圣洁, 国振, 王立忠, 周文杰, 李雨杰, . 钙质砂与钢界面循环剪切刚度与阻尼比的试验研究[J]. 岩土力学, 2020, 41(1): 78-86.
[11] 马秋峰, 秦跃平, 周天白, 杨小彬. 多孔隙岩石加卸载力学特性及本构模型研究[J]. 岩土力学, 2019, 40(7): 2673-2685.
[12] 赵丁凤, 梁 珂, 陈国兴, 熊 浩, 周正龙, . 剪切-体积应变耦合的孔压增量模型试验[J]. 岩土力学, 2019, 40(5): 1832-1840.
[13] 梁 珂, 陈国兴, 何 杨, 刘景儒, . 基于相关函数理论的动模量和阻尼比计算新方法[J]. 岩土力学, 2019, 40(4): 1368-1376.
[14] 刘家顺, 王来贵, 张向东, 李学彬, 张建俊, 任 昆, . 部分排水时饱和粉质黏土变围压循环三轴试验研究[J]. 岩土力学, 2019, 40(4): 1413-1419.
[15] 胡田飞, 刘建坤, 王天亮, 岳祖润, . 粉质黏土变形特性的冻融循环效应及其双屈 服面本构模型[J]. 岩土力学, 2019, 40(3): 987-997.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!