Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition-Reference-Cited by-同舟云学术

Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition

Published:2022-10 Issue:10 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Lee Jiyeong¹,Lee Junhwan²^ORCID

Affiliation:

1. Graduate Research Assistant, School of Civil and Environmental Engineering, Yonsei Univ., Yonseiro 50, Seodaemun-gu, Seoul 120–749, Korea.

2. Professor, School of Civil and Environmental Engineering, Yonsei Univ., Yonseiro 50, Seodaemun-gu, Seoul 120–749, Korea (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002870

Reference32 articles.

1. Finite Element Analysis of the Holding Capacity of Shallow Suction Caisson Anchors

2. Inclined load capacity of suction caissons

3. Effects of installation disturbance on behavior of multi-helix piles in structured clays

4. Helical piles: an innovative foundation design option for offshore wind turbines

5. Cortes-Garcia L. D. M. E. Landon A. P. Gallant and K. D. Huguenard. 2019. “Assessment of helical anchor capacity in marine clays for aquaculture applications.” In Proc. Geo-Congress 2019: Foundations 299–307. Reston VA: ASCE.

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