Bearing Capacity of Spread Footings on Aggregate Pier Reinforced Clay-Reference-Cited by-同舟云学术

Bearing Capacity of Spread Footings on Aggregate Pier Reinforced Clay

Published:2013-01 Issue:1 Volume:139 Page:49-58
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Stuedlein Armin W.¹,Holtz Robert D.²

Affiliation:

1. Assistant Professor, School of Civil and Construction Engineering, Oregon State Univ., 220 Owen Hall, Corvallis, OR 97331 (corresponding author).

2. Professor Emeritus, Dept. of Civil and Environmental Engineering, Univ. of Washington, Box 352700, Seattle, WA 98195.

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.1943-5606.0000748

Reference35 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. Reinforced Earth and Other Techniques Vol. 1 Int. College on Soil Reinforcement Paris.

2. Barksdale R. D. and Bachus R. C. (1983). “Design and construction of stone columns.” Rep. No. FHWA/RD 83/026 Federal Highway Administration Washington DC.

3. The Performance of Foundations on Various Soils Stabilized by the Vibro-compaction Method

4. The lateral pressure and resistance of clay and the supporting power of clay foundations;Bell A. L.;Proc., Inst. Civ. Eng.,1915

5. Bergado D. T. Huat S. H. and Kalvade S. (1987). “Improvement of soft Bangkok clay using granular piles in subsiding environment.” Proc. 5th Int. Geotechnical Seminar on Case Histories in Soft Clay Nanyang Technological Institute Singapore 219–226.

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