Installation Effects of Controlled Modulus Column Ground Improvement Piles on Surrounding Soil-Reference-Cited by-同舟云学术

Installation Effects of Controlled Modulus Column Ground Improvement Piles on Surrounding Soil

Published:2016-01 Issue:1 Volume:142 Page:04015059
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,Davis Caleb³,Lin Hai⁴,Xiao Suguang⁴

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., 326 STEPs Building, 1 W Packer Ave., Bethlehem, PA 18015 (corresponding author).

2. Former Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Lehigh Univ., 320 STEPs Building, 1 W Packer Ave., Bethlehem, PA 18015.

3. Former Undergraduate Student, Dept. of Civil and Environmental Engineering, Lehigh Univ., 1 W Packer Ave., Bethlehem, PA 18015.

4. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Lehigh Univ., 320 STEPs Building, 1 W Packer Ave., Bethlehem, PA 18015.

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.1943-5606.0001384

Reference39 articles.

1. Aboshi H. Ichimoto E. Harada K. and Emoki M. (1979). “The compozer: A method to improve characteristics of soft clays by inclusion of large diameter sand columns.” Int. Conf. on Soil Reinforcement Reinforced Earth and Other Techniques International Geosynthetics Society FL 211–216.

2. ASTM. (2009). “Standard test methods for deep foundations under static axial compressive load.” D1143 West Conshohocken PA.

3. Barksdale R. D. and Bachus R. C. (1983). “Design and construction of stone columns.” Rep. No. 1 FHWA/RD 83/026 Federal Highway Administration.

4. Analysis of shaft resistance of jacked piles in sands

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