A New Experimental Technique to Investigate the Load-Bearing Mechanisms of Smeared Rock-Socketed Piles Using In Situ X-ray CT Imaging-Reference-Cited by-同舟云学术

A New Experimental Technique to Investigate the Load-Bearing Mechanisms of Smeared Rock-Socketed Piles Using In Situ X-ray CT Imaging

Published:2023-08-16 Issue:2 Volume:47 Page:20220128
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Murali Arun Kumar¹,Haque Asadul²,Bui Ha Hong¹

Affiliation:

1. Department of Civil Engineering, Monash University, 23 College Walk, Clayton 3800, Australia, https://orcid.org/0000-0003-4100-3534 (A.K.M), https://orcid.org/0000-0001-8071-5433 (H.H.B.)

2. Department of Civil Engineering, Monash University, 23 College Walk, Clayton 3800, Australia (Corresponding author), e-mail: asadul.haque@monash.edu, https://orcid.org/0000-0002-8781-5944

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference31 articles.

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3. ASTM International. 2018. Standard Test Method for Approximating the Shear Strength of Cohesive Soils by the Handheld Vane Shear Device. ASTM D8121/D8121M-18. West Conshohocken, PA: ASTM International, approved June 1, 2018. https://doi.org/10.1520/D8121_D8121M-18

4. Cheng, F. K. “A Laboratory Study of the Influence of Wall Smear and Residual Drilling Fluids on Rock Socketed Pile Performance.” PhD diss., Monash University, 1997.

5. Laboratory Testing and Parameters Controlling the Shear Strength of Filled Rock Joints;De Toledo;Géotechnique,1993

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