LIMIT EQUILIBRIUM DESIGN METHODS FOR FREE EMBEDDED CANTILEVER WALLS IN GRANULAR MATERIALS.-Reference-Cited by-同舟云学术

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LIMIT EQUILIBRIUM DESIGN METHODS FOR FREE EMBEDDED CANTILEVER WALLS IN GRANULAR MATERIALS.

Published:1989-10 Issue:5 Volume:86 Page:879-898
ISSN:1753-7789
Container-title:Proceedings of the Institution of Civil Engineers
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers

Author:

BICA AVD,BLUM H,CLAYTON CRI,ROWE PW,KREY H,BRINCH HANSEN J

Publisher

Thomas Telford Ltd.

Subject

General Medicine

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/iicep.1989.3161

Cited by 23 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Cantilever piled-wall design criteria in cohesionless soil: a review;World Journal of Engineering;2024-06-28

2. Analysis of Excavation Support Systems Considering the Influence of Saturated and Unsaturated Soil Conditions;Journal of Geotechnical and Geoenvironmental Engineering;2022-06

3. Reliability Analysis of Modern Geotechnical Codes for the Limit State Design of Sheet Pile Structures Considering Parameter Uncertainties;International Journal of Geomechanics;2022-03

4. Reliability Comparative Analysis of Codes for the Design of Cantilever Sheet Pile Walls: Basis for Studying the Principles of International Standards;International Journal of Geomechanics;2021-05

5. A methodology for selecting the required cross-section of a self-supporting retaining bulkhead, on a vertical excavation front, of an energy conduit passage trench;Energy Systems;2021-03-06

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