Determination of Bearing Capacity of Open-Ended Piles in Sand-Reference-Cited by-同舟云学术

Determination of Bearing Capacity of Open-Ended Piles in Sand

Published:2003-01 Issue:1 Volume:129 Page:46-57
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Paik Kyuho¹,Salgado Rodrigo²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Kwandong Univ., Kangwon-do 215-800, South Korea (corresponding author).

2. Associate Professor, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907-1284.

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%282003%29129%3A1%2846%29

Reference25 articles.

1. American Petroleum Institute (API). (1991). Recommended practice for planning designing and constructing fixed offshore platforms 19th Ed. America Petroleum Institute Dallas Dallas API RP2A.

2. Baldi G. Bellotti R. Ghionna V. Jamiolkowski M. and Pasqualini E. (1981). “Cone resistance in dry N.C. and O.C. sands.” Proc. Cone Penetration Testing and Experience Geotechnical Engineering Division ASCE NewYork 145–177.

3. Brucy F. Meunier J. and Nauroy J. F. (1991). “Behavior of pile plug in sandy soil during and after driving.” Proc. 23rd Annual Offshore Technology Conf. Houston 145–154.

4. Canadian Geotechnical Society (CGS). (1992). Canadian foundation engineering manual 3rd Ed. The Canadian Geotechnical Society Vancouver B.C. Canada.

5. Soil Plugging and Relaxation in Pipe Pile during Earthquake Motion

Cited by 138 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. Microstructure and dynamic behaviours of polyurethane-cured sea sand under traffic–load–induced stress path;Construction and Building Materials;2024-10

2. Stress State Analysis of the Soil Plug of Open-Ended Piles during Impact Driving Using Particle Flow Code (PFC);Applied Sciences;2024-07-25

3. Softening-based interface model and nonlinear load-settlement response analysis of piles in saturated and unsaturated multi-layered soils;Computers and Geotechnics;2024-07

4. Predicting pile-bearing capacity utilizing least square support vector regression coupled with giant trevally optimizer and the flying foxes optimization;Multiscale and Multidisciplinary Modeling, Experiments and Design;2024-05-03

5. Evaluating Pile Plugging in Concrete Large Diameter Open-End Pipe Piles;IFCEE 2024;2024-05-03