Helical Piles Installed in Cohesionless Soil by Displacement Method-Reference-Cited by-同舟云学术

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Helical Piles Installed in Cohesionless Soil by Displacement Method

Published:2019-07 Issue:7 Volume:19 Page:04019074
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

George Balu E.¹,Banerjee Subhadeep²,Gandhi Shailesh R.³

Affiliation:

1. Ph.D. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai 600036, India (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai 600036, India.

3. Director, Sardar Vallabhbhai National Institute of Technology, Surat 395007, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001457

Reference69 articles.

1. Analysis of shaft resistance of jacked piles in sands

2. Drilled Displacement Piles – Current Practice and Design

3. Modelling the bearing capacity of displacement piles in sand

4. Brown D. A. 2005. “Practical considerations in the selection and use of continuous flight auger and drilled displacement piles.” In Proc. GeoFrontiers Advances in Designing and Testing Deep Foundations: In Memory of Michael W. O'Neill 251–261. Austin TX: ASCE.

5. Lida brewery pile foundations

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