Effect of Surface Roughness on the Shaft Resistance of Displacement Model Piles in Sand-Reference-Cited by-同舟云学术

Effect of Surface Roughness on the Shaft Resistance of Displacement Model Piles in Sand

Published:2018-03 Issue:3 Volume:144 Page:04017120
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Tovar-Valencia Ruben D.¹^ORCID,Galvis-Castro Ayda²,Salgado Rodrigo³,Prezzi Monica⁴

Affiliation:

1. Ph.D. Student, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907 (corresponding author). ORCID: .

2. Ph.D. Student, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

3. Charles Pankow Professor in Civil Engineering, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

4. Professor of Civil Engineering, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

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%29GT.1943-5606.0001828

Reference56 articles.

1. Airey D. W. and Kelly R. B. (2010). “Interface behaviors from large diameter ring shear tests.” Proc. Research Symp. on Characterization and Behavior of Interfaces. Characterization and Behavior of Interfaces J. D. Frost ed. IOS Press Amsterdam Netherlands 1–23.

2. Tension tests on smooth and rough model piles in dry sand

3. Sand Shear Band Thickness Measurements by Digital Imaging Techniques

4. Experimental study of cone penetration in silica sand using digital image correlation

5. Arshad M. I. (2014). “Experimental study of the displacements caused by cone penetration in sand.” Ph.D. dissertation Purdue Univ. West Lafayette IN.

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