Reliability-Based Serviceability Limit State Design of Spread Footings on Aggregate Pier Reinforced Clay-Reference-Cited by-同舟云学术

Reliability-Based Serviceability Limit State Design of Spread Footings on Aggregate Pier Reinforced Clay

Published:2014-10 Issue:10 Volume:140 Page:04014055
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Huffman Jonathan C.¹,Stuedlein Armin W.²

Affiliation:

1. Project Engineer and Graduate Student, Foundation Engineering, Inc., 820 NW Cornell Ave., Corvallis, OR 97330.

2. Assistant Professor and Loosley Faculty Fellow, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331 (corresponding author).

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.1943-5606.0001156

Reference32 articles.

1. Aboshi H. Ichimoto E. Enoki M. and Harada K. (1979). “The composer—A method to improve characteristics of soft clays by inclusion of large diameter sand columns.” Proc. Int. Conf. on Soil Reinforcement: Reinforced Earth and Other Techniques Vol. 1 Paris 211–216.

2. A new look at the statistical model identification

3. Asymptotic Theory of Certain "Goodness of Fit" Criteria Based on Stochastic Processes

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