Analysis of Laterally Loaded Piles in Sand Considering Scour Hole Dimensions-Reference-Cited by-同舟云学术

Analysis of Laterally Loaded Piles in Sand Considering Scour Hole Dimensions

Published:2014-06 Issue:6 Volume:140 Page:04014024
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Lin Cheng¹,Han Jie²,Bennett Caroline³,Parsons Robert L.⁴

Affiliation:

1. Project Geotechnical Engineer, Terracon Consultants, Inc., 2201 Rowland Ave., Savannah, GA 31404.

2. Professor, Civil, Environmental, and Architectural Engineering Dept., Univ. of Kansas, 2150 Learned Hall, 1530 W. 15th St., Lawrence, KS 66045-7609 (corresponding author).

3. Associate Professor, Civil, Environmental, and Architectural Engineering Dept., Univ. of Kansas, Lawrence, KS 66045.

4. Professor, Civil, Environmental, and Architectural Engineering Dept., Univ. of Kansas, Lawrence, KS 66045.

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.1943-5606.0001111

Reference25 articles.

1. Achmus M. Kuo Y. S. and Abdel-Rahman K. (2010). “Numerical investigation of scour effect on lateral resistance of wind farm monopiles.” Proc. 20th Int. Offshore and Polar Engineering Conf. ISOPE-2010 International Society of Offshore and Polar Engineers (ISOPE) Mountain View CA 619–623.

2. Bridge Scour and Substructure Deterioration: Case Study

3. Cox W. R. Reese L. C. and Grubbs B. R. (1974). “Field testing of laterally loaded piles in sand.” Proc. VI Annual Offshore Technology Conf . American Institute of Mining Metallurgical and Petroleum Engineering Dallas 459–472.

4. Effects of Bridge Pile Bent Geometry and Levels of Scour and P Loads on Bent Pushover Loads in Extreme Flood/Scour Events

5. FLAC3D V4.0 [Computer software]. Minneapolis Itasca Consulting Group.

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