Lateral Loading of a Pile in Layered Soil Using the Strain Wedge Model-Reference-Cited by-同舟云学术

Lateral Loading of a Pile in Layered Soil Using the Strain Wedge Model

Published:1998-04 Issue:4 Volume:124 Page:303-315
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:Journal of Geotechnical and Geoenvironmental Engineering

Author:

Ashour M.,Norris G.,Pilling P.

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%281998%29124%3A4%28303%29

Reference20 articles.

1. Ashour M. Pilling P. Norris G. and Perez H. (1996). “Development of strain wedge model program for pile group interference and pile cap contribution effects.” CCEER Rep. No. 96-4 Civil Engrg. Dept. University of Nevada Reno Nev.

2. Briaud J. L. Smith T. and Mayer B. (1984). “Laterally loaded piles and the pressuremeter: comparison of existing methods.” Laterally loaded deep foundations . ASTM West Conshohocken Pa. 97–111.

3. Cox W. R. Reese L. C. and Grubbs B. R. (1974). “Field testing of laterally loaded piles in sand.” Proc. Sixth Annual Offshore Technol. Conf. OTC Houston Texas 459–472.

4. Load Transfer for Axially Loaded Piles in Clay

5. “Design of Sheet Pile Walls.” (1996). Technical engineering and design guides as adapted from the US Army Corps of Engineers ASCE New York N.Y.

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