Behavior of Geotextile-Reinforced Clay with a Coarse Material Sandwich Technique under Unconsolidated-Undrained Triaxial Compression-Reference-Cited by-同舟云学术

Behavior of Geotextile-Reinforced Clay with a Coarse Material Sandwich Technique under Unconsolidated-Undrained Triaxial Compression

Published:2016-06 Issue:3 Volume:16 Page:04015083
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yang Kuo-Hsin¹,Yalew Wubete Mengist²,Nguyen Minh Duc³

Affiliation:

1. Associate Professor, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology, 43, Sec. 4, Keelung Rd., Taipei 106, Taiwan (corresponding author).

2. Lecturer, Faculty of Civil and Water Resources Engineering, Bahir Dar Univ., P.O. Box 26, Bahir Dar, Ethiopia.

3. Lecturer, Dept. of Soil Mechanics and Foundations, Univ. of Technology and Education, Ho Chi Minh City, Vietnam.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000611

Reference36 articles.

1. Pullout tests conducted on clay reinforced with geogrid encapsulated in thin layers of sand

2. Strength enhancement of clay by encapsulating geogrids in thin layers of sand

3. Experimental and numerical analysis of large scale pull out tests conducted on clays reinforced with geogrids encapsulated with coarse material

4. Shear strength of geomesh reinforced clay

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