Failure and Remedy of Column-Supported Embankment: Case Study-Reference-Cited by-同舟云学术

Failure and Remedy of Column-Supported Embankment: Case Study

Published:2018-03 Issue:3 Volume:144 Page:05017008
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Michalowski Radoslaw L.¹,Wojtasik Andrzej²,Duda Adam²,Florkiewicz Antoni³,Park Dowon⁴

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, 2028 G.G. Brown Bldg., 2350 Hayward, Ann Arbor, MI 48109 (corresponding author).

2. Lecturer, Dept. of Civil Engineering, Poznan Univ. of Technology, Piotrowo 5, 60-965, Poznan, Poland.

3. Professor, Dept. of Civil Engineering, Poznan Univ. of Technology, Piotrowo 5, 60-965, Poznan, Poland.

4. Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Michigan, 1024 G.G. Brown Bldg., 2350 Hayward, Ann Arbor, MI 48109.

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.1943-5606.0001839

Reference23 articles.

1. A simplified method for analysis of a piled embankment reinforced with geosynthetics

2. Practical Considerations in the Selection and use of Continuous Flight Auger and Drilled Displacement Piles

3. Column-Supported Embankment Solves Time Constraint for New Road Construction

Cited by 18 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Numerical Stability Analysis of Sloped Geosynthetic Encased Stone Column Composite Foundation under Embankment Based on Equivalent Method;Buildings;2024-08-28

2. Arching effect in slopes under excavation: Classification and features;Engineering Geology;2024-08

3. Numerical study on stability of geosynthetic-encased stone column-supported embankments based on equivalent method;Computers and Geotechnics;2024-05

4. Experimental study on the engineering characteristics of include-straight double-row piles at the edge of the embankment;2024-04-05

5. Contribution of geosynthetic to the shear strength of geosynthetic encased stone columns;Geosynthetics International;2023-03-07