Numerical Validation of Structural Constitutive Relationship of Loess with Moisture and Loading

LUO Ai-zhong , SHAO Sheng-jun , CHEN Chang-lu , FANG Juan

Journal of Changjiang River Scientific Research Institute ›› 2016, Vol. 33 ›› Issue (2) : 74-79.

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Journal of Changjiang River Scientific Research Institute ›› 2016, Vol. 33 ›› Issue (2) : 74-79. DOI: 10.11988/ckyyb.20140501
ROCK-SOIL ENGINEERING

Numerical Validation of Structural Constitutive Relationship of Loess with Moisture and Loading

  • LUO Ai-zhong1,2 , SHAO Sheng-jun2 , CHEN Chang-lu1,2 , FANG Juan1,2
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Abstract

In this paper we propose a structural constitutive model of loess with moisture and loading. On this basis, we analyse the stress-strain relationship of structural loess by comparing the numerical simulation result with measured result of natural loess. Results show that the model has the same features with Modified Cambridge model in describing saturated remodeled loess. The model could also simulate the macro-mechanics properties of remodeling loess with different water contents. Moreover, it is obviously superior to Cambridge model or Modified Cambridge model in describing the macro-mechanical properties of natural structural loess in laboratory. Finally we validate the rationality and accuracy of the model by comparing model results with conventional triaxial test results.

Key words

loess / structural / moisture and loading / mechanical characteristics / constitutive model / experimental verification

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LUO Ai-zhong , SHAO Sheng-jun , CHEN Chang-lu , FANG Juan. Numerical Validation of Structural Constitutive Relationship of Loess with Moisture and Loading[J]. Journal of Changjiang River Scientific Research Institute. 2016, 33(2): 74-79 https://doi.org/10.11988/ckyyb.20140501

References

[1] TERZAGHI K. Theoretical Soil Mechanics[M].New York: John Wiley and Sons, Inc., 1943.
[2] 谢定义,齐吉林.土结构性及其定量化参数研究的新途径[J].岩土工程学报,1999,21(6):651-656.
[3] 谢定义,齐吉琳,朱元林. 土的结构性参数及其与变形强度的关系[J]. 水利学报,1999,30(10):1-6.
[4] 邵生俊,龙吉勇,杨 生,等. 湿陷性黄土结构性变形特性分析[J].岩土力学,2006,27(10):1668-1672.
[5] 邵生俊,龙吉勇,于清高,等.湿陷性黄土的结构性参数本构模型[J].水利学报,2006,37(11):1315-1322.
[6] 邵生俊,罗爱忠,于清高,等. 加荷增湿作用下Q3粘黄土的结构损伤特性[J].岩土工程学报,2006,28(12): 2077-2082.
[7] 骆亚生,谢定义.复杂应力条件下土的结构性本构关系[J].四川大学学报(工学版),2005,37(5):14-18.
[8] 陈存礼,高 鹏,胡再强. 黄土的增湿变形特性及其与结构性的关系[J].岩石力学与工程学报,2006,25(7):1352-1360.
[9] 冯志炎. 非饱和黄土的结构性定量化参数与结构性本构关系研究[D]. 西安:西安理工大学,2008.
[10]邓国华.真三轴条件下结构性黄土的强度变形本构关系研究[D]. 西安:西安理工大学,2009.
[11]邓国华,邵生俊,佘芳涛.结构性黄土的修正剑桥模型[J].岩土工程学报,2012,34(5):834-841.
[12]罗爱忠,邵生俊.结构性黄土损伤演化规律试验研究[J].太原理工大学学报,2011,42(1):79-82.
[13]罗爱忠,邵生俊,许 萍.湿载条件下黄土结构性损伤演化特性研究[J].西北农林科技大学学报,2012,40(3):200-205.
[14]罗爱忠,邵生俊.湿载耦合作用下黄土结构性损伤演化及本构关系[J].岩石力学与工程学报,2012,31(4):841-847.
[15]苗天德,慕青松,刘忠玉,等.低含水率非饱和土的有效应力及抗剪强度[J].岩土工程学报,2001,23(4):393-396.
[16]张向东,兰常玉,李永靖. 黄土湿陷过程中的压力与湿陷速率关系的数学模型及分析[J].岩石力学与工程学报,2005, 24(7): 1222-1225.
[17]罗爱忠. 黄土的湿载结构性本构模型及边坡渐进破坏研究[D].西安:西安理工大学,2013.
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