Subgrade Undercut Criteria Based on Modeling of Rutting and Pumping Response-Reference-Cited by-同舟云学术

Subgrade Undercut Criteria Based on Modeling of Rutting and Pumping Response

Published:2012-10 Issue:10 Volume:138 Page:1175-1184
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Park Young Jin¹,Gabr Mohammed A.²,Robinson Brent R.³,Borden Roy H.⁴

Affiliation:

1. Tunnel/Geotechnical Engineer, HNTB, 31 St. James Ave., Ste. 300, Boston, MA 02116.

2. Professor, North Carolina State Univ., Raleigh, NC 27695-7908 (corresponding author).

3. Senior Engineer, GRL Engineers, Inc., 30725 Aurora Rd., Cleveland, OH 44139.

4. Professor, North Carolina State Univ., Raleigh, NC 27695-7908.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000695

Reference39 articles.

1. Ahn J. and Biscontin G. (2007). “Determination of average dynamic properties for vertical excited surface foundation: Numerical study.” 4th Int. Conf. on Earthquake Geotechnical Engineering . Paper No. 1489 Aristotle Univ. of Thessaloniki Greece.

2. Nonhomogeneous Spectral Element for Wave Motion in Multilayer Systems

3. Berg R. R. Christopher B. R. and Perkins S. (2000). “Geosynthetic reinforcement of the aggregate base/subbase courses of pavement structures.” Rep. Geosynthetics Materials Association Roseville MN.

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