Resistance Factors for LRFD of Laterally Loaded Drilled Shafts in Sands Characterized for Transmission Line Structures-Reference-Cited by-同舟云学术

Resistance Factors for LRFD of Laterally Loaded Drilled Shafts in Sands Characterized for Transmission Line Structures

Published:2021-05 Issue:5 Volume:147 Page:04021017
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kim Garam¹,Kim Dongwook²,Lee Junhwan³^ORCID

Affiliation:

1. Ph.D. Candidate, School of Civil and Environmental Engineering, Yonsei Univ., 50 Yonsei-ro, Seodaemun-gu, Seoul 03722, Republic of Korea.

2. Deceased January 6, 2021; formerly, Associate Professor, Dept. of Civil and Environmental Engineering, Incheon National Univ., 119 Academy-ro, Yeonsu-gu, Incheon 22012, Republic of Korea.

3. 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.1943-5606.0002492

Reference34 articles.

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

2. Bhushan K. L. J. Lee and D. B. Grime. 1981. “Lateral load tests on drilled piers in sand.” In Proc. Drilled Piers and Caisson 114–131. Reston VA: ASCE.

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