Study of Soil Structural Parameters Based on the Gunary Model

Xue Feng Huang; Yang Kong; Bao Shan Yang; Ping Fu Zhen

doi:10.4028/www.scientific.net/AMM.580-583.185

Paper Titles

Determine the Shear Strength of Aeolian Sand and Bearing Capacity
p.165

Dynamic Response of Two-Dimensional Fluid-Saturated Porous Beam
p.169

Process Simulation and Formation Mechanism of Shear Band in Soil
p.175

Research of the Shear Strength Test of the Soil on the Surface of Lop Nor Gobi
p.180

Study of Soil Structural Parameters Based on the Gunary Model
p.185

Study on Static Strength of Aeolian Sand before and after Cyclic Loading
p.191

Study on the Development of Plastic Zone Based on Strain Expressed Mohr- Coulomb Yield Condition
p.195

Testing Study on the Effects of Water Content on Permeability for Coal
p.201

The Application of Cubic Spline Interpolation Function in Determining Rock Rheological Long-Term Strength
p.205

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Study of Soil Structural Parameters Based on the...

Study of Soil Structural Parameters Based on the Gunary Model

Abstract:

Structural study of the soil is an important research content of soil mechanics. Based on the previous research results of soil structure, this paper puts forward the Gunary Model as a completely new form to describe the stress-strain relationship of soil, to discuss the method to determine soil strain considering structural parameter under the new model, to give the relevant function of the stress controlling structural parameter with stress. The results show that the Gunary Model is applicable to characterize the stress-strain relationship of soil, the parameter controls the fitting accuracy and decides the curve shape; by using the stress-strain expression of the Gunary Model, this paper finds the calculated value of stress controlling structural parameter and stress meets the two-parameter linear reciprocal function form.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

185-190

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.185

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Cite this paper

Online since:

July 2014

Authors:

Xue Feng Huang, Yang Kong*, Bao Shan Yang, Ping Fu Zhen

Keywords:

Compacted Loess, Confined Compression, Gunary Model, Stress-Strain Relationship, Structural Parameter, Two-Parameter Liner Reciprocal Function

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References

[1] SHEN Zhu-jiang: Chinese Journal of Geotechnical Engineering Vol. 18-1 (1996), pp.95-97(in Chinese).

Google Scholar

[2] XIE Ding-yi, QI Ji-lin: Chinese Journal of Geotechnical Engineering Vol. 21-6 (1999), pp.651-656(in Chinese).

Google Scholar

[3] LUO Ya-sheng, XIE Ding-yi, SHAO Sheng-jun, et al: Chinese Journal of Rock Mechanics and Engineering Vol. 23-24 (2004), pp.4248-4251(in Chinese).

Google Scholar

[4] CHEN-Xi, LUO Ya-sheng, CHENG Da-wei, et al: Rock and Soil Mechanics Vol. 34-5 (2013), pp.1253-1258(in Chinese).

Google Scholar

[5] Kondner R L: Journal of the soil mechanics and foundations division, ASCE Vol. 89-1 (1963), pp.115-143.

Google Scholar

[6] CHEN Kai-sheng, SHA Ai-min: Rock and Soil Mechanics Vol. 31-4 (2010), pp.1023-1029(in Chinese).

Google Scholar

[7] HU Chang-ming, MEI Yuan, WANG Xue-yan: Engineering Mechanics Vol. 30-10 (2013), pp.108-114(in Chinese).

Google Scholar