Field Experiment Study of the Semi-Rigid Base on Port Reinforced with Glass Fiber Geogrid

Pu Yuan; Jun Wen Huang

doi:10.4028/www.scientific.net/AMR.1004-1005.1468

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1004-1005Field Experiment Study of the Semi-Rigid Base on...

Field Experiment Study of the Semi-Rigid Base on Port Reinforced with Glass Fiber Geogrid

Abstract:

The pavement and storage yard on port is located in depth soft soil foundation, the settlement is large, so that the approach of enhancing the bearing ability of the pavement and storage yard on port is advanced. Field Experiment of test section which satisfied with the field test methods was carried out. Resilient modulus was determined by the bearing plate method, the pavement base on port engineering reinforced with glass fiber geogrid was analyzed.The test result shows that the effect on the base on port engineering reinforced with glass fiber geogrid is satisfied, the ratio reaches 12% .In addition, the effect of the position reinforced with glass fiber geogrid is different, the better effect of reinforcement with glass fiber geogrid is the toper of the base on port. On this basis,the appoarch of the base on port reinforced with glass fiber geogrid is reference on design and contruction.

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Periodical:

Advanced Materials Research (Volumes 1004-1005)

Pages:

1468-1473

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1004-1005.1468

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Online since:

August 2014

Authors:

Pu Yuan*, Jun Wen Huang

Keywords:

Base, Glass Fiber Geogrid, Port Pavement Engineering

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* - Corresponding Author

References

[1] Technical code of road and stockyard pavement for the port area. (Specification, china, 1997).

Google Scholar

[2] Wang Ya-ling, Zhou Yu-li, Yan Zu-xing . submitted to Pavement. Communication Standardization. Vol (6), 2006, pp.77-79(in Chinese).

Google Scholar

[3] Yu Wei wei, Hu Yi fu, Deng Zhi bin. submitted to Central South Highway Engineering. Vol(6), 2006, pp.8-10(in Chinese).

Google Scholar

[4] Liang xin zheng, He niao. submitted to Highway Communication technichgy. Vol(4), 2007, pp.58-61(in Chinese).

Google Scholar

[5] Guo Cheng chao, Zhong Yan hui, Li Jia, Zhang Jing wei. submitted to Journal of North China Institute of Water Conservancy and Hydroelectric Power. Vol(2)2006, pp.85-87(in Chinese).

Google Scholar

[6] Field Test Methods of Subgrade and pavement for Highway Engineering. (Specification, china, 2008).

Google Scholar