Pullout Behavior of Granular Pile-Anchors in Expansive Clay Beds In Situ-Reference-Cited by-同舟云学术

Pullout Behavior of Granular Pile-Anchors in Expansive Clay Beds In Situ

Published:2007-05 Issue:5 Volume:133 Page:531-538
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Rao A. Srirama¹²³³,Phanikumar B. R.¹²³³,Babu R. Dayakar¹²³³,Suresh K.¹²³³

Affiliation:

1. Professor of Civil Engineering, JNTU College of Engineering, Kakinada 533 003 India.

2. Professor of Civil Engineering, Vellore Institute of Technology, Vellore 632 014, Tamilnadu, India. (corresponding author). E-mail: phanikumar_29@yahoo.com

3. Research Associate, Dept. of Civil Engineering, JNTU College of Engineering, Kakinada 533 003 India.

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%291090-0241%282007%29133%3A5%28531%29

Reference32 articles.

1. Aboshi H. Ichimoto E. Enoki M. and Harada K. (1979). “The compozer—A method to improve characteristics of soft clay by inclusion of large diameter sand columns.” Proc. Int. Conf. on Soil Reinforcement: Reinforced Earth and Other Techniques Paris 1 211–216.

2. Acosta H. Edil T. and Benson C. (2003). “Soil stabilization and drying using fly ash.” Geo Engineering Rep. No . 03-03 Dept. of Civil and Environmental Engineering Univ. of Wisconsin-Madison Madison Wisconsin.

3. Use of Class C Fly Ashes for the Stabilizationof an Expansive Soil

4. Stone column support for an embankment on deep alluvial soils;Cooper M. R.;Geotech. Eng.,1999

Cited by 71 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. Predicting Uplift Behaviour of Anchor Pile in Loose Sandy Soil: A Numerical Analysis;Indian Geotechnical Journal;2024-08-10

2. Behavior of Granular Pile Anchors Against Uplift Forces and Heave Reduction: A Review;Indian Geotechnical Journal;2024-07-15

3. Uplift capacity of granular pile anchor: A review;AIP Conference Proceedings;2024

4. Performance of Granular Pile Foundation System for Expansive Soil;Lecture Notes in Civil Engineering;2024

5. A Comparative Study on the Uplift Capacity of Single Helix Helical Anchor and Granular Pile Anchor in Sand;Lecture Notes in Civil Engineering;2024