Load and Resistance Factor Design for Serviceability Limit State of Laterally Loaded Drilled Shafts for Transmission Line Structures in Sands-Reference-Cited by-同舟云学术

Load and Resistance Factor Design for Serviceability Limit State of Laterally Loaded Drilled Shafts for Transmission Line Structures in Sands

Published:2022-01 Issue:1 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kim Garam¹,Lee Junhwan²^ORCID

Affiliation:

1. Postdoctoral Research Associate, School of Civil and Environmental Engineering, Yonsei Univ., 50, Yonsei-ro, Seodaemun-gu, Seoul 03722, Republic of Korea.

2. Professor, School of Civil and Environmental Engineering, Yonsei Univ., 50, Yonsei-ro, Seodaemun-gu, Seoul 03722, Republic of Korea (corresponding author). ORCID: ..

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.1943-5606.0002711

Reference42 articles.

1. AASHTO. 2017. AASHTO LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.

2. Adams J. I. and H. S. Radhakrishna. 1973. “The lateral capacity of deep augured footings.” In Vol. 2 of Proc. 8th Int. Conf. on SMFE 1–8. Moscow: ICSMFE Society.

3. ASCE. 2020. Guidelines for electrical transmission line structural loading, MOP 74. 4th ed. Reston, VA: ASCE.

4. Baecher, G. B., and J. T. Christian. 2003. Reliability and statistics in geotechnical engineering. Chichester, UK: Wiley.

5. Load factor calibration for the proposed 2005 edition of the National Building Code of Canada: Statistics of loads and load effects;Bartlett F. M.;Can. Geotech. J.,2003

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