Rheological Test and Research of Deep Clay

Xin Zhou; Ming Gui Xiao; Gang Chen Sun; Jie Cao

doi:10.4028/www.scientific.net/AMR.594-597.109

Paper Titles

Study on the Treatment Measures of Expansive Rock Slope
p.92

Study on the Impact of Cyclic Wetting and Drying on the Shear Strength of Stabilized Expansive Soils
p.96

Analysis on Mesoscopic Dynamic of Soft Soil Foundation in the Pearl River Delta Region Based on the Vacuum Preloading Method
p.100

Model Test Based on Mechanical Characteristics of Slope Anchor and Water Influence
p.105

Rheological Test and Research of Deep Clay
p.109

Impact Assessment on the Ore Body under the Tower Footing of 500kV Transmission Line
p.115

Study on Foundation Structure for Comprehensive Power Generation of Offshore Renewable Energy
p.121

Stability Analysis of Unsaturated Soil Slopes under Rainfall Infiltration
p.126

Studies of the Numerical Simulation of Sediment Scour for Wind Power Station in Intertidal Zone
p.130

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Rheological Test and Research of Deep Clay

Rheological Test and Research of Deep Clay

Abstract:

This Thesis uses the deep clay in the land subsidence area in Xi’an city as the research object, carries out the indoor high-pressure rheological test to the deep clay, discovers the nonlinear model consistent to the rheological property of the deep clay, and conduct a preliminary discussion to model. This thesis has an important preference value and significant meaning to the research of the deformation mechanism of aquitard in this subsidence area Introduction.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

109-114

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.109

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Online since:

November 2012

Authors:

Xin Zhou, Ming Gui Xiao, Gang Chen Sun, Jie Cao

Keywords:

Deep Clay, Land Subsidence, Nonlinear, Rheological

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References

[1] Wu Qiang, Xie Hailan, etc., Study on Deformation Mechanics of Aquitard［J］, Journal of University of Science and Technology Beijing, March (3), 2006, 207-210

Google Scholar

[2] Fan Guangqin, Rheology Mechanics of Geotechnical Engineering, China Coal Industry Publishing House［M］.(1993)

Google Scholar

[3] Li Wenping, ［J］，Variation of Pore Water Pressure and Volume Strain of Saturated Clayey Soil During High Pressure Compression Test, 1999, 21(6): 666-669

Google Scholar

[4] Ran Qiquan, Gu Xiaoyun, A Coupled Model for Land Subsidence Computation with Consideration of Rheological Property, The Chinese Journal of Geological Hazard and Control, 1998,9 (2): 99-104

Google Scholar

[5] Zhang Yun, Xue Yuqun, etc., Characteristics and Parameters of Sand Strata Deformation Due to Groundwater Pumping in Shanghai, Journal of Hydraulic Engineering, Vol.37, No.5, 2006: 560~566

Google Scholar

[6] Sun Gangchen, Peng Jianbing, Zhang Deyuan, Discussion on the Genetic Mechanism of Land Subsidence in Xi'an ［J］, Journal of Disaster Science, 2008，23 (supplementary issue): 40-44

Google Scholar

[7] Jacob Bear, Dynamics of Fluids in Porous Media, translated by Li Jingsheng, etc., Beijing: China Architecture & Building Press, (1983)

Google Scholar