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

Cong Lin; Xue Wen Lei; Qing Shan Meng; Rong Fang Zhou

doi:10.4028/www.scientific.net/AMR.594-597.105

Paper Titles

Study on the Regularity of Surface Movement and Deformation in Long Coal Face with Large Mining Height
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Study on the Treatment Measures of Expansive Rock Slope
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Study on the Impact of Cyclic Wetting and Drying on the Shear Strength of Stabilized Expansive Soils
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Analysis on Mesoscopic Dynamic of Soft Soil Foundation in the Pearl River Delta Region Based on the Vacuum Preloading Method
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Model Test Based on Mechanical Characteristics of Slope Anchor and Water Influence
p.105

Rheological Test and Research of Deep Clay
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Impact Assessment on the Ore Body under the Tower Footing of 500kV Transmission Line
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Study on Foundation Structure for Comprehensive Power Generation of Offshore Renewable Energy
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Stability Analysis of Unsaturated Soil Slopes under Rainfall Infiltration
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Model Test Based on Mechanical Characteristics of...

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

Abstract:

According to basalt areas of the soil slope weathering in Guizhou, design the slope anchor model test in room. Respectively compare the single anchor strain distribution curve, before and after seepage, with different loading time, and magnitude of different strain distribution curve of the same column in the slope, sliding surface and anchor point at the end of a period comparison analysis research. Test shows that, curve distribution along the length of the anchor rod anchor strain is higher in the middle, lower at the ends; anchor deformation mainly on the top of the first row; the slope of feet and peak strain is higher than other parts, and more likely to damage; the early strain will be a negative value, and the bolts are composite components mainly affording hydraulic tensile stress.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

105-108

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.105

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Online since:

November 2012

Authors:

Cong Lin, Xue Wen Lei, Qing Shan Meng, Rong Fang Zhou

Keywords:

Anchor Damage, Anchor Strain, Basalt Windblown Soil, Model Test, Slope Ooze Water

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