Compressive and Tensile Shaft Resistance of Nondisplacement Piles in Sand-Reference-Cited by-同舟云学术

Compressive and Tensile Shaft Resistance of Nondisplacement Piles in Sand

Published:2019-09 Issue:9 Volume:145 Page:04019041
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Galvis-Castro Ayda C.¹^ORCID,Tovar-Valencia Ruben D.²,Salgado Rodrigo³,Prezzi Monica⁴

Affiliation:

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

2. Assistant Professor, Universidad del Norte, Km. 5 Via Puerto Colombia, Barranquilla, Colombia.

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.1943-5606.0002071

Reference61 articles.

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2. Stress Path Tests with Controlled Rotation of Principal Stress Directions

3. Induced anisotropy in a sand

4. Beringen F. L. D. Wind and W. R. Van Hooydonk. 1979. “Results of loading tests on driven piles in sand.” In Proc. Conf. on Recent Developments in the Design and Construction of Piles edited by A. M. Burt 213–225. London: Institution of Civil Engineers.

5. Boulon M. and P. Foray. 1986. “Physical and numerical simulation of lateral shaft friction along offshore piles in sand.” In Proc. 3rd Int. Conf. on Numerical methods in offshore piling 127–147. Paris: Editions Technip.

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