Behavior of Driven Ultrahigh-Performance Concrete H-Piles Subjected to Vertical and Lateral Loadings-Reference-Cited by-同舟云学术

Behavior of Driven Ultrahigh-Performance Concrete H-Piles Subjected to Vertical and Lateral Loadings

Published:2010-10 Issue:10 Volume:136 Page:1403-1413
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Suleiman Muhannad T.¹²³,Vande Voort Thomas¹²³,Sritharan Sri¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., 326 STEPS Building, Bethlehem, PA 18015; formerly, Assistant Professor, Dept. of Civil and Environmental Engineering, Lafayette College, 321 Acopian Engineering Center, Easton, PA 18042 (corresponding author).

2. Formerly, Research Assistant, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., 176 Town Engineering, Ames, IA 50011-3232.

3. Wilson Engineering Associate Professor, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., 406 Town Engineering, Ames, IA 50011-3232.

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.1943-5606.0000350

Reference27 articles.

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2. ASTM. (2007a). “Standard test methods for deep foundations under static axial compressive load.” ASTM D1143-07 West Conshohocken PA.

3. ASTM. (2007b). “Standard test methods for deep foundations under lateral load.” ASTM D3966-07 West Conshohocken PA.

4. Shaft friction of piles in clay;Burland J. B.;Ground Eng.,1973

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