Wind Tunnel Study and Uplift Analysis of Geosynthetic Covers

Author:

Zhu Ming1234,Sarkar Partha1234,Hou Fangwei1234,Junxing Zheng1234

Affiliation:

1. Director of Engineering, Watershed Geosynthetics, Alpharetta, GA.

2. Professor, Dept. of Aerospace Engineering, Iowa State Univ., Ames, IA.

3. Formerly, Graduate Student, Dept. of Aerospace Engineering, Iowa State Univ., Ames, IA

4. Formerly, Assistant Professor, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA

Publisher

American Society of Civil Engineers

Reference12 articles.

1. Abreu R. C. and Franklin J. (2014). “Design and installation of a geosynthetic final cover utilizing artificial turf in Louisiana.” 7th International Congress on Environmental Geotechnics iceg2014 Barton ACT Engineers Australia: 1397–1404.

2. Gleason M. H. Houlihan M. F. and Palutis J. R. (2001). “Exposed geomembrane cover systems: technology summary.” Proc. Geosynthetics Conference 2001 Economics Performance and Constructability Advantages of Geosynthetics IFAI Roseville MN: 905–918.

3. Uplift of Geomembranes by Wind

4. Harper, B. A., Kepert, J. D., and Ginger, J. D. (2010). Guidelines for converting between various wind averaging periods in tropical cyclone conditions. World Meteorological Organization.

5. Wind-induced uplift of exposed geomembrane covers: A proposed revision to conventional design approaches;Li C.;Geotextiles and Geomembranes,2020

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