Nondestructive Evaluation of Pile Length for High-Mast Light Towers-Reference-Cited by-同舟云学术

Nondestructive Evaluation of Pile Length for High-Mast Light Towers

Published:2024-08 Issue:8 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kennedy Daniel V.¹,Guzina Bojan B.²^ORCID,Labuz Joseph F.³

Affiliation:

1. Geotechnical Engineer, Barr Engineering Co., 4300 MarketPointe Dr., Suite 200, Minneapolis, MN 55435.

2. Shimizu Professor, Dept. of Civil, Environmental, and Geo-Engineering, Univ. of Minnesota, 500 Pillsbury Dr. S.E., Minneapolis, MN 55455 (corresponding author). ORCID: .

3. Professor, Dept. of Civil, Environmental, and Geo-Engineering, Univ. of Minnesota, 500 Pillsbury Dr. S.E., Minneapolis, MN 55455.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11485

Reference18 articles.

1. Bailey, P. F., and S. E. Sweeney. 1988. NYSDOT’s construction control of pile foundations with dynamic pile testing (No. 1169). Washington, DC: Transportation Research Board.

2. Cheney, R. S. 1988. Modern specification of driven pile work (No. 1169). Washington, DC: Transportation Research Board.

3. Hussein M. G. Likins and G. Goble. 1992. “Determination of pile lengths under existing structures.” In Proc. 17th Annual Members Conf. of the Deep Foundations Institute 195–206. Seattle: Deep Foundations Institute.

4. Jwary A. F. 2017. “Practical considerations in determining timber pile depth using the sonic echo method.” Master thesis Dept. of Civil Engineering Univ. of New Mexico.

5. Determination of the material damping ratio and the shear wave velocity with the Seismic Cone Penetration Test