Semianalytical Solution for the Uplift Bearing Capacity of Spread Foundations in Sand-Reference-Cited by-同舟云学术

Semianalytical Solution for the Uplift Bearing Capacity of Spread Foundations in Sand

Published:2023-11 Issue:11 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Gu Kyo-Young¹^ORCID,Tran Nghiem Xuan²^ORCID,Han Jayne M.¹^ORCID,Kim Kyeong-Sun³,Ham Kyung-Won⁴,Kim Sung-Ryul⁵^ORCID

Affiliation:

1. Dept. of Civil and Environmental Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, South Korea. ORCID: .

2. Institute of Construction and Environmental Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, South Korea. ORCID: .

3. Dept. of Civil and Environmental Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, South Korea.

4. Structural & Seismic Technology Group, Next Generation Transmission & Substation Laboratory, KEPCO Research Institute, 105 Munji-ro, Yuseong-gu, Daejeon 34056, South Korea.

5. Dept. of Civil and Environmental Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, South Korea (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8167

Reference24 articles.

1. Balla A. 1961. “The resistance to breaking out of mushroom foundations for pylons.” In Vol. 1 of Proc. 5th Int. Conf. on Soil Mechanics and Foundation Engineering 569–576. Paris: Dunod.

2. Uplift Capacity of Piles in Sand

3. Uplift Mechanisms of Pipes Buried in Sand

4. Uplift capacity of rectangular foundations in sand;Das B. M.;Transp. Res. Rec.,1982

5. Analysis of rectangular and square anchors in cohesionless soil