Optimum design of cantilever sheet pile walls in sandy soils using inverse reliability approach-Reference-Cited by-同舟云学术

Optimum design of cantilever sheet pile walls in sandy soils using inverse reliability approach

Published:2008-03 Issue:2 Volume:35 Page:134-143
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Babu G.L. Sivakumar,Basha B. Munwar

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference19 articles.

1. Factors of safety and reliability in geotechnical engineering;Duncan;J Geotech Geoenviron Eng,2000

2. Theoretical and experimental analysis of sheet-pile walls;Rowe;Proceedings of Institution of Civil Engineers, London,1955

3. Soil deformations near cantilever sheet pile alls;Bransby;Geotechnique,1975

4. Lyndon A, Pearson RA. Pressure distribution on a rigid retaining wall in cohesionless material. In: Proceedings of symposium application of centrifuge modeling to geotechnical design, Manchester; 1984. p. 271–80.

5. Bica AVD, Clayton CRI. Limit equilibrium design methods for free embedded cantilever wall in granular materials. In: Proceedings of institutions of civil engineers, Part 1; 1989. p. 879–98.

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