Development of Pervious Concrete Pile Ground-Improvement Alternative and Behavior under Vertical Loading-Reference-Cited by-同舟云学术

Development of Pervious Concrete Pile Ground-Improvement Alternative and Behavior under Vertical Loading

Published:2014-07 Issue:7 Volume:140 Page:04014035
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Suleiman Muhannad T.¹,Ni Lusu²,Raich Anne³

Affiliation:

1. P. C. Rossin Assistant Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015 (corresponding author).

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Lafayette College, Easton, PA 18042.

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.1943-5606.0001135

Reference70 articles.

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2. Aboshi H. and Suematsu N. (1985). “Sand compaction pile method: State-of-art paper.” Proc. 3rd Int. Seminar on Soil Improvement Methods Nanyang Technological Institute Singapore 1−12.

3. Mitigation of liquefaction and associated ground deformations by stone columns

4. Stone columns as liquefaction countermeasure in non-plastic silty soils

5. Behavior of Stone Columns Based on Experimental and FEM Analysis

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