Burak F. Tanyu, Ph.D.

Affiliations: 
2003 University of Wisconsin, Madison, Madison, WI 
Area:
Civil Engineering
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"Burak Tanyu"

Parents

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Craig H. Benson grad student 2003 UW Madison
 (Working platforms for flexible pavements using industrial by -products.)
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Publications

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Gebremariam F, Tanyu BF, Güler E, et al. (2020) Numerical Investigation of Reinforced Soil Structures with GRS-IBS Design Features Geosynthetics International
Gebremariam F, Tanyu BF, Christopher B, et al. (2020) Evaluation of Required Connection Load in GRS-IBS Structures under Service Loads Geosynthetics International. 1-46
Gebremariam F, Tanyu BF, Christopher B, et al. (2020) Evaluation of vertical stress distribution in field monitored GRS-IBS structure Geosynthetics International. 27: 414-431
Akmaz E, Ullah S, Tanyu BF, et al. (2020) Construction Quality Control of Unbound Base Course using Light Weight Deflectometer where Reclaimed Asphalt Pavement Aggregate is Used as an Example Transportation Research Record. 36119812093447
Morsy AM, Zornberg JG, Leshchinsky D, et al. (2020) Experimental Evaluation of the Interaction among Neighboring Reinforcements in Geosynthetic-Reinforced Soils Journal of Geotechnical and Geoenvironmental Engineering. 146: 4020107
Shen P, Han J, Zornberg JG, et al. (2020) Responses of geosynthetic-reinforced soil (GRS) abutments under bridge slab loading: Numerical investigation Computers and Geotechnics. 123: 103566
Jiang Y, Han J, Zornberg J, et al. (2019) Numerical analysis of field geosynthetic-reinforced retaining walls with secondary reinforcement Geotechnique. 69: 122-132
Soleimanbeigi A, Tanyu BF, Aydilek AH, et al. (2019) Evaluation of recycled concrete aggregate backfill for geosynthetic-reinforced MSE walls Geosynthetics International. 26: 396-412
Ullah S, Tanyu BF, Guler EF, et al. (2019) Evaluation of the Long-Term Performance of Woven Geotextile Used between Base Course and Subgrade of a Paved Road: Transportation Research Record. 2673: 310-321
Shen P, Han J, Zornberg JG, et al. (2019) Two and three-dimensional numerical analyses of geosynthetic-reinforced soil (GRS) piers Geotextiles and Geomembranes. 47: 352-368
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