The Experiment Study on Parameters of Duncan-Chang Model for Silt Based on Different Water Content

Xun Zhong Zhang; Ru Heng Wang; Bin Jia

doi:10.4028/www.scientific.net/AMM.665.213

Paper Titles

The Influence of Different Hydrophobic Agent on the Water Absorptivity of Foam Concrete
p.192

Finite Element Analysis of Lightweight Energy-Saving Composite Floor
p.196

The Mechanical Properties of Lightweight Concrete under Different Factors
p.203

Experimental Study on the Mechanical Properties of Renewable Rubber Building Template
p.208

The Experiment Study on Parameters of Duncan-Chang Model for Silt Based on Different Water Content
p.213

The Mechanical Properties of Different Soil Moisture Content of Silt Study Based on the Experimental
p.217

Mechanical Properties and Permeability of Previous Color Recycled Aggregate Concrete
p.221

The Dam Anti-Seismic Dynamic Analysis of Wangwu Reservoir Reinforcement Project
p.225

Study on Separation/Enrichment of Trace Nickel in Water Samples Using Ammonium Sulfate-Dithizone-Cetyl Trimethyl Ammonium Bromide System
p.233

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 665The Experiment Study on Parameters of Duncan-Chang...

The Experiment Study on Parameters of Duncan-Chang Model for Silt Based on Different Water Content

Abstract:

Duncan-Chang model can reflect soil’s nonlinear behavior much better, its’ concept is clear and easy to understand. In this paper, through triaxial test, parameters of Duncan-Chang model were gained by analyzing characteristics of Silt’s stress-strain Cures. A key factor, effecting silt’s stability, is the moisture content; there is a optimum moisture content in silt, in this moisture content, silt’s parameters of Duncan-Chang model can reach to the optimal state.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 665)

Pages:

213-216

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.665.213

Citation:

Cite this paper

Online since:

October 2014

Authors:

Xun Zhong Zhang*, Ru Heng Wang, Bin Jia

Keywords:

Duncan-Chang Model, Optimum Water Content, Silt, Triaxial Test

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Duncan J M, Chang C Y, Nonlinear analysis of stress and strain in soils, Journal of the Soil Mechanics and Foundation Division, ASCE, 1970, 96(SMS), pp.1-629-l 653.

Google Scholar

[2] The Professional Standards Compilation Group of People's Republic of China. SL237–1999 Specification of soil test. Beijing: China Water Power Press, (1999).

Google Scholar

[3] Zongyuan Li, Test monitoring handbook of geotechnical engineering, Shenyang: Liaoning Science and Technology Press, (1994).

Google Scholar

[4] Mingjing Jiang, Zhujiang Shen, Microscopic analysis of shear band in structured clay, Chinese Joumal of Geotechnical Engineering, 1998, 20(2) , p.102–108.

Google Scholar