The Application and Design of Geo-Grid in the High Embankment Engineering in Airport

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With the conduction of west development in China, the constructions of airports in the southwest mountainous areas are being carried out rapidly. Due to the various exteriors limitations, the embankment engineering in airports often exist some problems such as large height and slope ratio. So the stability of high embankment engineering is very essential to the construction and operation of airport. The cost of geo-grid material is very low and the construction is convenient. The embedding and occlusion of soil mass can be realized through its unique grid structure. The practical engineering shows that the stability of high embankment engineering can be solved through laying geo-grid in the filling soil. At the same time, FEM strength reduction can take the interaction between the components of geo-grid and soil into full consideration. As a strict mechanic method, FEM strength reduction can be reasonably and reliably adopted in the stability analysis, design and calculation of reinforced body with geo-grid.

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1879-1887

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September 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Zhang Shengcheng, Zhang Xiaobing, The Features and Applications of Geo-grid, Journal of Foreign Highway, 1991, 14(1), pp.32-41.

Google Scholar

[2] Jiang Xuehong, Chen Jiaqi, The Features and Applications of Plastic Geo-grid, Engineering Plastic Application, 2005, 33(3) , pp.50-52.

Google Scholar

[3] Zhu shiao, The Application of Geo-synthetic Materials, Beijing:Beijing Science and Technology Press, 1994.

Google Scholar

[4] RICHARD J Bathurst, NICHOLAS Vlachopoulos, PETER G Burgess, The influence of facing stiffness on the performance of two geosynthetic reinforce soil retaining walls, Canadian Geotechnical Journal, 2006, 43(12) , pp.1225-1237.

DOI: 10.1139/t06-076

Google Scholar

[5] D. Leshchinsky, J. Han, Geosynthetic reinforced multitiered walls, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2004, 130(12) , pp.1225-1235.

DOI: 10.1061/(asce)1090-0241(2004)130:12(1225)

Google Scholar

[6] D. Leshchinsky, Y. H. Hu, J. Han, Limited Reinforced Space in segmental retaining walls[J] , Journal of Geotextiles and Geomembranes, 2004, 22(6) , pp.543-553.

DOI: 10.1016/j.geotexmem.2004.04.002

Google Scholar

[7] LIU Huabei, Elastoplastic finite element study for parameters of geogrid-reinforced soil retaining wall[J], Chinese Journal of Geotechnical Engineering, 2004, 26(5) , pp.668-673.

Google Scholar

[8] YANG Guang-qing, LI Guangxin, ZAHNG Bao-jian, Experimental studies on interface characterictics of geogrids, Chinese Journal of Geotechnical Engineering, 2006, 28(8) , pp.948-952.

Google Scholar

[9] ZHU Xiang, HUANG Xiaoming, Effects of reinforcement on embankment analyzed by finite element method[J], China Civil Engineering journal, 2002, 35(6) , pp.85-92.

Google Scholar

[10] XIANG Ke, LUO Feng, Reinforcing Material in Centrifugal Model Test, Chinese Journal of Underground Space and Engineering, 2007, 3(5) , pp.879-892.

Google Scholar

[11] Jie Yuxin, Li Guangxin, Development of Calculation Methods for Geosynthetic-reinforced Soil, Water Resources and Hydropower Engineering, 1999, 30(5) , pp.67-69.

Google Scholar

[12] Zhou Zhigang, Deng Jianlong, The Design Theory and Application of Geo-synthetic materials, Beijing:China Communication Press, 2001.

Google Scholar

[13] Sun Jin, Chi Jingkui, Cao Zhengkang, New Geo-materials and Engineering Renovation, Beijing:China Architecture and Building Press, 1998.

Google Scholar

[14] D.V. Griffiths, P.A.lane, Slope stability analysis by finite elements, Geotechnique, 1999, 49(3) , pp.387-403.

Google Scholar

[15] Zheng Yingren, Zhao Sangyi, Calculation of inner force of support structure for landslide slope by using strength reduction FEM, Chinese Journal of Rock Mechanics and Engineering, 2004, 23 (20) , pp.3552-3558.

Google Scholar

[16] Zheng Yingren, Zhao Shangyi, Tang Xiaosong, Development of Finite Element Limit Analysis Method and Its Applications in Geotechnical Engineering, Engineering Science, 2006, 8(12) , pp.39-61.

Google Scholar

[17] Zheng Yingren, Chen Zuyu, Wang Gongxian, Engineering Treatment of Slope & Landslide, Beijing:People Traffic Press, 2007.

Google Scholar

[18] Song Yakun, Zheng Yinren, Tang Xiaosong, Study on the FEM design of reinforced earth retaining wall with geo-grid, ENGINEERING SCIENCES, 2010, 8(3) , pp.71-80.

Google Scholar

[19] Yang Guangqing, Pang Wei, Lu Peng, Experimental study of tensile properties of geogrids, Rock and Soil Mechanics, 2008, 29(9) , pp.2387-2391.

Google Scholar

[20] Zheng Yingren, Yang Mingcheng, Classification Unification of Calculation Formulation for Safety Factor of Slope Stability, Chinese Journal of Rock Mechanics and Engineering, 2004, 23(16) , pp.2836-2841.

Google Scholar