Finite-Element Analysis on the Stability of Geotextile Tube–Reinforced Embankments under Scouring-Reference-Cited by-同舟云学术

Finite-Element Analysis on the Stability of Geotextile Tube–Reinforced Embankments under Scouring

Published:2015-04 Issue:2 Volume:15 Page:06014019
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kim Hyeong-Joo¹,Won Myoung-Soo²,Jamin Jay C.³

Affiliation:

1. Professor, Dept. of Civil Engineering, Kunsan National Univ., Gunsan 573-701, Republic of Korea.

2. Professor, Dept. of Civil Engineering, Kunsan National Univ., Gunsan 573-701, Republic of Korea (corresponding author).

3. Graduate Student, Dept. of Civil and Environmental Engineering, Kunsan National Univ., Gunsan 573-701, Republic of Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000420

Reference22 articles.

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2. Biggar K. and Masala S. (1998). Alternatives to sandbags for temporary flood protection Alberta Transportation and Utilities Disaster Services Branch Edmonton Canada and Emergency Preparedness Canada Ottawa 〈http://dsp-psd.pwgsc.gc.ca/Collection/D82-46-1999E.pdf〉 (Mar. 22 2014).

3. Brinkgreve R. B. J. (2002). PLAXIS 2D—Version 8 (reference manual) Balkema Rotterdam Netherlands.

4. Cho S. M. Jeon B. S. Park S. I. and Yoon H. C. (2008). “Geotextile tube application as the cofferdam at the foreshore with large tidal range for the Incheon bridge project.” Proc. 4th Asian Regional Conf. on Geosynthetics Springer Berlin 591–596.

5. Experimental study on the effect of geotextile encapsulated-sand systems on a frontal beach;das Neves L.;J. Coastal Res.,2011

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