Reduced Modulus Action in U-Section Steel Sheet Pile Retaining Walls
Author:
Affiliation:
1. WSP Cantor Seinuk, Buchanan House, 24-30 Holborn, London EC1N 2HS, U.K.
2. School of Civil Engineering and the Environment, Univ. of Southampton, Highfield, Southampton SO51 8PD, U.K. (corresponding author).
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.1943-5606.0000231
Reference9 articles.
1. Oblique bending in U-shaped steel sheet piles
2. Analysis of reduced modulus action in U-section steel sheet piles
3. A numerical model for predicting the bending strength of Larssen steel sheet piles
4. Discussion to ‘Analysis of steel pile bulkheads’ by P. Baumann;Lohmeyer E.;Proc. Am. Soc. Civ. Eng.,1934
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