Experimental Load–Transfer Curves of Laterally Loaded Piles in Nak-Dong River Sand-Reference-Cited by-同舟云学术

Experimental Load–Transfer Curves of Laterally Loaded Piles in Nak-Dong River Sand

Published:2004-04 Issue:4 Volume:130 Page:416-425
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Tak Kim Byung¹,Kim Nak-Kyung²,Jin Lee Woo³,Su Kim Young⁴

Affiliation:

1. Postdoctural Researcher, Coastal and Harbor Engineering Division, Korea Ocean Research and Development Institute (KORDI), Ansan P.O. Box 29, Kyunggi-do, Korea.

2. Assistant Professor, Dept. of Civil Engineering, SungKyunKwan Univ., Jangan-gu, Suwon, Kyunggi-do 440-746, Korea.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Korea Univ., Sungbook-gu, Seoul, Korea.

4. Professor, Dept. of Civil Engineering, Kyungpook National Univ., Pook-gu, Taegu 702-701, Korea.

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%291090-0241%282004%29130%3A4%28416%29

Reference24 articles.

1. Modeling Lateral Soil-Pile Response Based on Soil-Pile Interaction

2. Baguelin F. Jezequel J. F. and Shields D. H. (1978). The pressuremeter and foundation engineering Trans Tech Publications Clausthal-Zellerfeld Germany.

3. Briaud J. L. (1992). The pressuremeter A. A. Balkema Rotterdam The Netherlands.

4. SALLOP: Simple Approach for Lateral Loads on Piles

5. The lateral resistance of piles in cohesive soils.;Broms B.;J. Soil Mech. Found. Div.,1964

Cited by 129 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A time-variant non-probabilistic reliability assessment strategy for laterally loaded offshore monopiles under scour and corrosion;Ocean Engineering;2024-10

2. Theoretical analysis on the behavior of SPM anchor piles embedded in sand under oblique pullout load with emphasis on the padeye depth;Computers and Geotechnics;2024-09

3. Lateral Behavior Analysis of a Rectangular Barrette in Layered Soil with Transverse Isotropy;KSCE Journal of Civil Engineering;2024-08-06

4. Lateral Response of a Single Pile in Unsaturated Sand;Journal of Geotechnical and Geoenvironmental Engineering;2024-08

5. Lateral load-carrying mechanism of driven battered minipiles;Acta Geotechnica;2024-05-24