Fiber Reinforced Sandy Slopes under Groundwater Return Flow-Reference-Cited by-同舟云学术

Fiber Reinforced Sandy Slopes under Groundwater Return Flow

Published:2018-05 Issue:5 Volume:144 Page:04018004
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Akay Onur¹,Özer A. Tolga²,Fox Garey A.³,Wilson Glenn V.⁴

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Okan Univ., Akfirat, Tuzla, Istanbul 34959, Turkey (corresponding author).

2. Associate Professor and Department Head, Dept. of Civil Engineering, Okan Univ., Akfirat, Tuzla, Istanbul 34959, Turkey.

3. Professor and Department Head, Biological and Agricultural Engineering, North Carolina State Univ., Raleigh, NC 27695.

4. Research Hydrologist, USDA-ARS National Sedimentation Laboratory, 598 McElroy Dr., Oxford, MS 38655.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IR.1943-4774.0001300

Reference45 articles.

1. The distribution and strength of riparian tree roots in relation to riverbank reinforcement

2. Performance evaluation of silty sand reinforced with fibres

3. Slope stabilisation using EPS block geofoam with internal drainage system

4. Akay O. Özer A. T. and Fox G. A. (2012). “Experimental investigation of failure mechanism of expanded polystyrene block geofoam slope system under seepage.” Proc. 5th European Geosynthetics Congress (EuroGeo5): Soil Improvement and Reinforcement Vol. 4 International Geosynthetics Society Madrid Spain 13–17.

5. Assessment of EPS block geofoam with internal drainage for sandy slopes subjected to seepage flow

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