Horizontal Displacement of GFRP Bars and PC Strand Combination of Technology Supporting Piles

Xiu Hua Li; Yan Yan Gao; Chen Xi Yue; Chun Qing Hu

doi:10.4028/www.scientific.net/AMM.580-583.420

Paper Titles

Analysis of the Interaction of Foundation Pit Supporting Structure and Soil
p.401

Calculation for Earth Pressure of Cavity Expansion Considering Displacement
p.405

Experimental Study on Shear Strength of Different Types of Soil
p.409

Failure Mechanism of Strip Footing on Geotextile-Reinforced Soil
p.415

Horizontal Displacement of GFRP Bars and PC Strand Combination of Technology Supporting Piles
p.420

Numerical Analysis of Stabilization of Slopes Overlying Bedrock Using Piles and Effect of Socketed Length of Pile on Stability
p.424

Numerical Simulation Analysis of Bearing Characteristics on Super-Large Diameter Rock Socketed Pile
p.432

Prediction of Displacement Time Series Based on Support Vector Machines-Markov Chain
p.436

Project Design of Dewatering for Deep Foundation Pit in Dalian
p.440

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Horizontal Displacement of GFRP Bars and PC Strand...

Horizontal Displacement of GFRP Bars and PC Strand Combination of Technology Supporting Piles

Abstract:

GFRP bars and PC strand composite pile is a new supporting piles, according to the engineering field test and analysis of experimental data prove that there is a significant effect on the control aspects of the horizontal displacement of supporting piles. Principle energy method can calculate the horizontal displacement of pile foundation pit in theory, by comparing the size of the horizontal displacement of the supporting piles of ordinary reinforcement, to demonstrate the feasibility of using GFRP bars and PC strand combination of techniques to reduce the horizontal displacement of excavation, provide reference for future engineering practice.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

420-423

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.420

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Online since:

July 2014

Authors:

Xiu Hua Li, Yan Yan Gao, Chen Xi Yue, Chun Qing Hu

Keywords:

Energy Principle, Engineering Field Test, GFRP Bars, Horizontal Displacement, PC Strand, Supporting Piles

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References

[1] Xueyi Yu: submitted to Journal of Construction Technology. 2011, 40(S1): 218-220.

Google Scholar

[2] Shaoqing Shi, Yingfang Liu and Ping Yin: submitted to Journal of Engineering Plastics Application. 2004, 32(6): 43-45.

Google Scholar

[3] Weichen Xue, Qiaowen Zhen and Yu Yang: submitted to Journal of Civil Engineering. 2007, 40(12): 59-68.

Google Scholar

[4] Weichen Xue: submitted to Journal of Glass Reinforced Plastics / Composites. 2003, 5: 10-13.

Google Scholar

[5] Hui Peng: submitted to Journal of China Municipal Engineering. 2008, 4: 60-62.

Google Scholar

[6] Yiheng Ge, Kejiong Ye and Lisheng Chen: submitted to Journal of Shanghai Construction Science & Technology. 2010, 2: 50-52.

Google Scholar

[7] Xiuhua Li, Weimin Cong, Chenxi Yue and Chunqing Hu: Construction Techniques and Measures of GFRP Bars Pile in the Excavation. ICCET (2013).

Google Scholar

[8] Xiuhua Li, Weimin Cong, Chenxi Yue and Jianxiong Liu: Research on the technology of GFRP bars and PC strand combined supporting piles by experiment. GCCSEE (2013).

DOI: 10.4028/www.scientific.net/amr.838-841.657

Google Scholar

[9] Guoshu Shen: submitted to Journal of Zhuzhou Institute of Technology. 2006, 6: 90-93.

Google Scholar

[10] Chonghu Jiang: submitted to Journal of Highway and Automotive. 2008, 2: 133-135.

Google Scholar