Mechanistic-Empirical Modeling of Geosynthetic-Reinforced Unpaved Roads-Reference-Cited by-同舟云学术

Mechanistic-Empirical Modeling of Geosynthetic-Reinforced Unpaved Roads

Published:2012-08 Issue:4 Volume:12 Page:370-380
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Perkins S. W.¹,Christopher B. R.²,Lacina B. A.³,Klompmaker J.⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, 205 Cobleigh Hall, Montana State Univ., Bozeman, MT 59717 (corresponding author).

2. Christopher Consultants, 210 Boxelder Lane, Roswell, GA 30076.

3. Senior Engineer, TenCate Geosynthetics, 365 South Holland Dr., Pendergrass, GA 30567.

4. Senior Engineer, BBG Bauberatung Geokunststoffe GmbH & Co. KG, P. O. Box 3025, 32332 Espelkamp-Fiestel, Germany.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000184

Reference29 articles.

1. ASTM. (2009). “Standard test method for measuring geosynthetic-soil resilient interface shear modulus.” ASTM D7499 West Conshohocken PA.

2. Barksdale R. D. and Alba J. L. (1993). “Laboratory determination of resilient modulus for flexible pavement design.” Interim Rep. No. 2 National Cooperative Highway Research Program Transportation Research Board National Research Council Washington DC.

3. Christopher B. R. and Lacina B. (2008). “Roadway subgrade stabilization study.” Proc. GeoAmericas 2008 International Geosynthetic Society Cancun Mexico 1013–1021.

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