DISCUSSIONS AND CLOSURES
Dec 1, 1996
Discussion: Bearing Capacity of Hydrated Geosynthetic Clay Liners
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VIEW THE REPLYAuthors: Yacoub M. Najjar and Imad A. BasheerAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 122, Issue 12
0733-9410(1996)122:12(1023)/asset/4e7eb9ff-aa77-4ed4-b8d4-9d47b96afca3/assets/(asce)0733-9410(1996)122:12(1023).fp.png)
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References
1.
Aaboe, R. (1987). “13 Years of experience with EPS as a lightweight fill material in road embankments.”Publ. No. 61, Norwegian Road Res. Lab., Oslo, Norway, 21–27.
2.
Duskov, M. (1991). “Use of expanded polystyrene foam (EPS) in flexible pavements on poor subgrades.”Proc., Int. Conf. on Geotech. Engrg. for Coast. Devel.: Theory and Pract., Port and Harbour Res. Inst., Yokohama, Japan, 783–788.
3.
Myhre, O. (1987). “EPS-material specifications.”Publ. No. 61, Norwegian Road Res. Lab., Oslo, Norway, 29–32.
Information & Authors
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Published In
Journal of Geotechnical Engineering
Volume 122 • Issue 12 • December 1996
Pages: 1023 - 1025
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: Dec 1, 1996
Published in print: Dec 1996
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Authors
Affiliations
Yacoub M. Najjar
Asst. Prof., Dept. of Civ. Engrg., Kansas State Univ., Manhattan, KS 66506.
Imad A. Basheer
PhD Candidate, Dept. of Civ. Engrg., Kansas State Univ., Manhattan, KS.
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