Effect of Smear Distribution on the Load-Bearing Mechanisms of Rock-Socketed Piles in Soft Rocks-Reference-Cited by-同舟云学术

Effect of Smear Distribution on the Load-Bearing Mechanisms of Rock-Socketed Piles in Soft Rocks

Published:2024-01 Issue:1 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Murali Arun Kumar¹^ORCID,Haque Asadul²^ORCID,Bui Ha H.³^ORCID

Affiliation:

1. Geotechnical Engineer, Dept. of Civil Engineering, FSG Geotechnics & Foundations, Unit 12/71 Victoria Cres, Abbotsford, VIC 3067, Australia; formerly, Ph.D. Student, Monash Univ., Clayton, VIC 3800, Australia. ORCID: .

2. Senior Lecturer, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia (corresponding author). ORCID: .

3. Associate Professor, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11559

Reference44 articles.

1. Cheng F. K. 1997. “A laboratory study of the influence of wall smear and residual drilling fluids on rock socketed pile performance.” Ph.D. thesis Dept. of Civil Engineering Monash Univ.

2. Effect of infill moisture content and thickness on shear behavior of planar and rough rock joints;Cheng T.-C.;Geotech. Eng.,2016

3. Collingwood B. 2000. “The effect of construction practices on the performance of rock socketed piles.” Ph.D. thesis Dept. of Civil Engineering Monash Univ.

4. Laboratory testing and parameters controlling the shear strength of filled rock joints

5. Characterising processes at sand-pile interface using digital image analysis and X-ray CT

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1. DEM Modeling of the Load-Bearing Mechanisms of Rock-Socketed Piles with Soft Interface Materials;Journal of Geotechnical and Geoenvironmental Engineering;2024-07

2. Advancing Rock-Socketed Pile Design with a Unified Interface Shear Strength Framework for Soft Rocks;Rock Mechanics and Rock Engineering;2024-05-04