GSI Fellowship Status for 2018-’19 Academic Year

 

 

Class 11

 

 

No.

Recipient

University

Advisor

Topic

1-18

Alsharabaili, Alaa

U. of South Carolina

Charles Pierce

Strain hardening method to evaluate the crack resistance of virgin and aged geomembranes

2-18

Faterna, Nuzhath

Syracuse U.

Shobha Bhatia

Role of geotextiles in dewatering tests

3-18

Goudarzi, Anahita

Texas A&M

Jean-Louis Briaud

Experimental and numerical simulation of geosynthetic reinforcement soil interaction

4-18

Hanumasagar, Sangy

Georgia Tech

David Frost

Experimental and numerical evaluation of lateral confinement of aggregates in geogrid stabilized flexible pavements

5-18

McCafferty, Conor

Drexel U.

Grace Hsuan

Numerical modeling to simulate dewatering process of GT tubes filled with fine-grained slurries

6-18

Norris, Anna

Colorado State U.

Joseph Scalia

Indicator parameter test development for screening the hydraulic compatibility of enhanced bentonites

7-18

Rahmaninezhad, Seyed

U. of Kansas

Jie Han

Bearing capacity and deformation of GS walls with flexible facing subjected to footing loads

8-18

Ryoo, Sung

U. of Maryland

Ahmet Aydilek

Hydraulic compatibility of GT compost systems in landfill covers

9-18

Sheikh, Bahman

Penn State

Tong. Qiu

Breakwater design guidelines for GT tube applications

10-18

Thabo, Mosta

National Pingtung U.

Wayne Hsieh

Effects of grass and rolled erosion control products at different growth stages on the Manning’s coefficient in channel flow

11-18

Ullah, Saad

George Mason U.

Burak Tanyu

Experimental methodology to evaluate long-term performance of GT to minimize the migration of soft clay into highway base courses

12-18

Wang, Dongfang

U. of Mass Amherst

Guoping Zhang

Improvement of GCLs with super hydrophobic hybrid organic-inorganic polymeric powder

13-18

Wright, Jason

U. of Georgia

Sonny Kim

Utilization of accelerated pavement layers due to use of GS materials

14-18

Xia, Xiaolong

Missouri U.

Xiong Zhang

Photogrammetric method to measure 3D full field displacement of GS during the tensile test