原状湿陷性黄土的结构性本构模型

周飞飞

铁道工程学报 ›› 2012, Vol. 29 ›› Issue (4) : 13-17.

PDF(300 KB)
PDF(300 KB)
铁道工程学报 ›› 2012, Vol. 29 ›› Issue (4) : 13-17.
地质与路基

原状湿陷性黄土的结构性本构模型

  • 周飞飞
作者信息 +

Non - Linear Constitutive Model for Intact Collapsible Loess

  • ZHOU Fei - fei
Author information +
文章历史 +

摘要

研究目的: 黄土的应力和含水率状态对应着一定的结构状态,微观结构性的改变,引起宏观力学性状的改变。湿陷性黄土在力与水的共同作用下,产生原生结构性的损伤和湿陷变形,对增湿和加荷耦合作用下的结构性变化规律,应力应变关系和增湿变形等力学特性的研究有重要的意义。
研究结论: 不同含水率和固结围压条件下原状结构性黄土的应力应变变化规律,以及由增湿、固结作用和剪切变形反映了土体结构性损伤规律; 统一考虑增湿和加荷对土体结构的损伤破坏,建立的反映结构性变化的非线性本构模型,能够描述应变软化和硬化型应力应变关系曲线,实现了土的结构性与其本构模型研究的统一。

Abstract

Research purposes: The stress state and the rate of water content of the loess is corresponding to the special soil structure. That is to say the microcosmic structure variation results in the change of the macroscopical mechanics. Under the joint action of loading and moistening,the natural structure of the loess will be damaged and there will be collapse deformation. It is important to explore the variation laws of the structure and the mechanics characteristic of stress - strain relation and the moistening deformation under the joint action of the loading and moistening.
Research conclusions: The variation law of stress - strain with the different rates of water content and the deformation due to the moistening,consolidation and shearing reflect the constitutive damage law of the soil body. On consideration of the damage of the soil body due to the moistening and loading,using the non - linear constitutive model for the constitutive variation can describe the relation curve between the strain softening and hardening stress - strain to realize the uniformity of the constitutive property and the research on the constitutive model.

关键词

原状湿陷性黄土 / 土结构性损伤 / 湿压损伤 / 湿剪损伤 / 非线性本构模型

Key words

intact collapsible loess / soil constitutive damage / moistening and consolidation damage / moistening and shearing damage / non - linear constitutive model

引用本文

导出引用
周飞飞. 原状湿陷性黄土的结构性本构模型[J]. 铁道工程学报, 2012, 29(4): 13-17
ZHOU Fei - fei. Non - Linear Constitutive Model for Intact Collapsible Loess[J]. Journal of Railway Engineering Society, 2012, 29(4): 13-17
中图分类号: TU444   

参考文献

[1] 沈珠江. 土体结构性的数学模型—21 世纪土力学的核心问题[J]. 岩土工程学报, 1996( 1) : 95 - 97.
Shen Zhujiang. Structure Mathematical Models for Soils - The Twenty - first Century Key Problem of Soil Mechanics [J ]. Chinese Journal of Geotechnical Engineering,1996 ( 1) : 95 - 97.
[2] 黄文熙. 土的工程性质[M]. 北京: 水利水电出版社, 1984.
Huang Wenxi. Engineering Properties of Soil [M]. Beijing: Water Conservancy and Hydropower Press, 1984.
[3] 周飞飞. 湿陷性黄土的增湿结构性非线性本构模型研究及应用[D]. 西安: 西安理工大学, 2006.
Zhou Feifei. The Non - Linear Constitutive Model of Collapse Loess with Structural Damage under Loading and Moistening and Its Application[D]. Xi 'an: Xi 'an University of Technology, 2006.
[4] 邵生俊,李彦兴,周飞飞. 湿陷性黄土结构损伤演化特性[J]. 岩石力学与工程学报, 2004( 24) : 4161 - 4165.
Shao Shengjun,Li Yanxing,Zhou Feifei. Structural Damage Properties of Collapse Loess [J]. Chinese Journal of Rock Mechanics and Engineering, 2004( 24) : 4161 - 4165.
[5] 宋章,程谦恭,张炜,等. 原状黄土的结构强度变形特性分析[J]. 铁道工程学报, 2007( 3) : 6 - 11.
Song Zhang, Cheng Qiangong, Zhang Wei,etc. Analysis of Structural Strength and Deformation Properties of Intact Loess [J]. Journal of Railway Engineering Society,2007( 3) : 6 - 11.
[6] 孙明祥,杨磊,樊耀武,等. 基于不同试验手段对黄土的结构性研究[J]. 铁道工程学报, 2011( 3) : 24 - 31.
Sun Mingxiang,Yang Lei,Fan Yaowu,etc. Study on Loess Structure with Different Test Methods [J]. Journal of Railway Engineering Society, 2011( 3) : 24 -31.
[7] 赵锡宏,孙红,罗冠威. 损伤土力学[M]. 上海: 同济大学出版社, 2000.
Zhao Xihong,Sun Hong,Luo Guanwei. Damage Soil Mechanics [M]. Shanghai: Tongji University Press, 2000.
[8] 刘祖典. 黄土力学与工程[M]. 陕西: 陕西省科学技术出版社, 1996.
Liu Zudian. Loess Mechanics and Engineering[M]. Shaanxi: Shaanxi Science and Technology Press, 1996.
 

PDF(300 KB)

3108

Accesses

0

Citation

Detail

段落导航
相关文章

/