Numerical Analysis of Geosynthetic-Rammed Aggregate Pier Supported Embankments-Reference-Cited by-同舟云学术

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Numerical Analysis of Geosynthetic-Rammed Aggregate Pier Supported Embankments

Published:2004-07-21 Issue: Volume: Page:
ISSN:
Container-title:Geotechnical Engineering for Transportation Projects
language:
Short-container-title:

Author:

Pham Ha T. V.¹²³,Suleiman Muhannad T.¹²³,White David J.¹²³

Affiliation:

1. Research Assistant, Department of Civil, Construction and Environmental Engineering, Iowa State University, Ames, IA 50011-2323

2. Post-Doctoral Associate, Department of Civil, Construction and Environmental Engineering, Iowa State University, Ames, IA 50011-2323

3. Assistant Prof., Department of Civil, Construction and Environmental Engineering, Iowa State University, Ames, IA 50011-2323

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40744%28154%2952

Cited by 14 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. Sensitivity Analysis of a Scaled Rammed Aggregate Pier (Geopier) Bearing Capacity;Indian Geotechnical Journal;2022-07-29

2. An Iterative Computing Method for Load Effect of Bidirectional Reinforced Embankment;KSCE Journal of Civil Engineering;2022-02-12

3. Model Research on the Deformation Behavior of Geogrid Supported by Rigid-Flexible Piles Under Cyclic Loading;Lecture Notes in Civil Engineering;2021-09-17

4. Simplified analytical solution for stress concentration ratio of piled embankments incorporating pile–soil interaction;Railway Engineering Science;2021-05-11

5. Effects of Backfill Constitutive Behavior and Soil–Geotextile Interface Properties on Deformations of Geosynthetic-Reinforced Soil Piers under Static Axial Loading;Journal of Geotechnical and Geoenvironmental Engineering;2020-09

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