On flow over a zhukovskii sheet pile in an irrigated ground mass

2011 ◽  
Vol 84 (3) ◽  
pp. 515-525 ◽  
Author(s):  
É. N. Bereslavskii
Keyword(s):  
Sheet Pile ◽  
Zhukovskii Sheet Pile ◽  
Ground Mass

PROPOSAL OF NEW COUNTERMEASURE METHOD AND ANALYTICAL STUDY ON THE PREVENTION OF LIQUEFIED GROUND FLOW BEHIND THE QUAY WITH SHEET-PILE

2018 ◽  
Vol 74 (2) ◽  
pp. I_615-I_625
Author(s):  
Norio ISE ◽  
Shinji TAENAKA ◽  
Toshihiro NODA ◽  
Kentaro NAKAI ◽  
Toshihiro TAKAINE
Keyword(s):  
Analytical Study ◽  
Sheet Pile

Anchor rod forces and maximum bending moments in sheet pile walls using the factored strength approach

1996 ◽  
Vol 33 (5) ◽  
pp. 815-821 ◽  
Author(s):  
A B Schriver ◽  
A J Valsangkar
Keyword(s):  
Water Pressure ◽  
Limit State ◽  
Bending Moment ◽  
Ultimate Limit State ◽  
Sheet Pile ◽  
Limit States ◽  
Working Stress ◽  
Geotechnical Design ◽  
Ultimate Limit State Design ◽  
Sheet Pile Wall

Recently, the limit states approach using factored strength has been recommended in geotechnical design. Some recent research has indicated that the application of limit states design using recommended load and strength factors leads to conservative designs compared with the conventional methods. In this study the influence of sheet pile wall geometry, type of water pressure distribution, and different methods of analysis on the maximum bending moment and achor rod force are presented. Recommendations are made to make the factored strength design compatible with conventional design. Key words: factored strength, working stress design, ultimate limit state design, anchored sheet pile wall, bending moment, anchor rod force.

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