Mesomechanics finite-element method for determining the shear strength of mudded intercalation materials

Qijun Hu , Rendan Shi , Xiaoqiang Yang , Qijie Cai , Tianjun He , Leping He

Journal of Wuhan University of Technology Materials Science Edition ›› 2017, Vol. 32 ›› Issue (2) : 289 -291.

PDF
Journal of Wuhan University of Technology Materials Science Edition ›› 2017, Vol. 32 ›› Issue (2) : 289 -291. DOI: 10.1007/s11595-017-1594-x
Advanced Materials

Mesomechanics finite-element method for determining the shear strength of mudded intercalation materials

Author information +
History +
PDF

Abstract

A new method regarding mesomechanics finite-element research is proposed to predict the peak shear strength of mudded intercalation materials on a mesoscopic scale. Based on geometric and mechanical parameters, along with the strain failure criteria obtained by sample’s deformation characteristics, uniaxial compression tests on the sample were simulated through a finite-element model, which yielded values consistent with the data from the laboratory uniaxial compression tests, implying that the method is reasonable. Based on this model, a shear test was performed to calculate the peak shear strength of the mudded intercalation, consistent with values reported in the literature, thereby providing a new approach for investigating the mechanical properties of mudded intercalation materials.

Keywords

mudded intercalation / mesomechanics finite-element method / mesoscale structure / shear strength

Cite this article

Download citation ▾
Qijun Hu, Rendan Shi, Xiaoqiang Yang, Qijie Cai, Tianjun He, Leping He. Mesomechanics finite-element method for determining the shear strength of mudded intercalation materials. Journal of Wuhan University of Technology Materials Science Edition, 2017, 32(2): 289-291 DOI:10.1007/s11595-017-1594-x

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Xu B, Yan C, Xu S. Analysis of the Bedding Landslide due to the Presence of the Weak Intercalated Layer in the Limestone[J]. Environmental Earth Sciences, 2013, 70(6): 2817-2825.

[2]

Kawamura K, Ogawa Y, Oyagi N, et al. Structural and Fabric Analyses of Basal Slip Zone of the Jin’nosuke-dani Landslide, Northern Central Japan: Its Application to the Slip Mechanism of Decollement [J]. Landslides, 2007, 4(4): 371-80.

[3]

Summa V, Margiotta S, Colaiacovo R, et al. The Influence of the Grain-size, Mineralogical and Geochemical Composition on the Verdesca Landslide[J]. Natural Hazards and Earth System Science, 2015, 15(1): 135-46.

[4]

Engineering Geology, 2014, 183(53–64

[5]

Zhang H, Dai X, Feng J. Interfacial Microstructure and Mechanical Properties of Al/Mg Butt Joints Made by MIG Welding Process with Zn-Cd Alloy as Interlayer[J]. Journal of Wuhan University of Technology-Mater. Sci. Ed., 2014, 29(6): 1258-1264.

[6]

Yu C, Sun W, Karen S. Application of Image Analysis based on SEM and Chemical Mapping on PC Mortars under Sulfate Attack[J]. Journal of Wuhan University of Technology-Mater. Sci. Ed., 2014, 29(3): 534-539.

[7]

Yang X. The Study on the Peak Strength of Clay Interlayers Based on Finite Element Computational Micromechanics[J]. 2016

[8]

Wang C, Fan S. The Engineering Geological Handbook[J]. 1983 2-28.

[9]

Zheng L. Research of Failure Mechanism and the Local Failue Zones for Consequent Slope Based on Strain Softening Theory, 2012

AI Summary AI Mindmap
PDF

128

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/