The Application Study of Self-Balanced Test Method for Bearing Capacity of Foundation Piles

Zi Ran Dai; Zhi Hong Huang; Hui Li; Xi Da Yin

doi:10.4028/www.scientific.net/AMR.243-249.2395

Paper Titles

The Study of Support Replacement Technology about the Bracing System of Pile and Oblique Bracing
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Analysis of Frozen Drilling Surrounding Rock Temperature Field about Weakly Cemented Soft Rock
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Prediction on Red Clay Foundation Settlement of Ballastless Track of High-Speed Railway
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Experimental Research on the Pile-Base Post-Grouting Effects of Piles of Liao River Bridge
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The Application Study of Self-Balanced Test Method for Bearing Capacity of Foundation Piles
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Experimental Studies on Wind Erosion Mechanism of Aeolian Soils Subgrade Slope for Desert Highway
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Non-Linear Finite Element Analysis of Squeezed Branch Pile
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Numerical Simulation on the Reinforcing Effect of New CFG Pile-Board Structure Composite Foundation
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Numerical Simulation of the Rational Loading Waveform in Large Diameter SHPB Dynamic Test for Rock-Like Materials
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249The Application Study of Self-Balanced Test Method...

The Application Study of Self-Balanced Test Method for Bearing Capacity of Foundation Piles

Abstract:

This paper introduced the application of Self-balanced Test Method for Bearing Capacity of Foundation Piles on a construction project of Gui Zhou province, while sorting out and analyzing the test data, the application results indicates that the method of the static load test is an effective and convenient method of testing technique. it can popularize the use in the similar projects.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

2395-2400

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.2395

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Online since:

May 2011

Authors:

Zi Ran Dai, Zhi Hong Huang, Hui Li, Xi Da Yin

Keywords:

Equivalent Transfer, Foundation Piles, Self-Balanced Test Method, Steel Bar Stress Gauge, Ultimate Bearing Capacity

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References

[1] The editorial committee of The Pile Foundation Engineering Manual. The Pile Foundation Engineering Manual[M]. Beijing, China Architecture & Building Press, 1995.( In Chinese)

Google Scholar

[2] Weiming Gong, Guoliang Dai. Technology and Engineering Application of The Self-balance Load Test for Carrying Capacity of Foundation Piles[M]. Beijing, China Architecture & Building Press, 2006. ( In Chinese)

Google Scholar

[3] DB32/T291-1999，Jiangsu provincial standard. Technical Specification of The Self-balance Load Test for Carrying Capacity of Foundation Piles[S].Nanjing, 1999. ( In Chinese)

Google Scholar

[4] Lizhi Deng, Jinshan Lei etc. The Test and Application of The Self-balance Load for Carrying Capacity of Super-long Piles[J]. Journal of Railway Science and Engineering.5(2008)50-56. ( In Chinese)

Google Scholar

[5] Futian Liu, Chunfeng Zhao etc. The Discussing of The Mechanism and Engineering Application of The Self-balance Load Test for carrying capacity of foundation piles[J]. Chinese Journal of Underground Space and Engineering.4(2008) 79-81. ( In Chinese)

Google Scholar