Effect of water infiltration through concrete block spillways on the slope stability of earth overflow dams-Reference-Cited by-同舟云学术

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Effect of water infiltration through concrete block spillways on the slope stability of earth overflow dams

Published:2016-02-23 Issue:9 Volume:21 Page:1114-1127
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Sabbagh-Yazdi Saeed-Reza¹^ORCID,Misaghian Mohsen¹^ORCID

Affiliation:

1. Department of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2016.1150898

Reference30 articles.

1. ABAQUS Inc. (2011). Abaqus theory and analysis users manual; Version 6.11.1. Providence, RI: Hibbitt, Karlsson, and Sorensen Inc.

2. Precast Concrete Blocks for High-Velocity Flow Applications

3. Baker, R. (2000). The CIRIA guide for the design of stepped-block spillways. Paper read at Intl Workshop on Hydraulics of Stepped Spillways, Zurich.

Cited by 3 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. High modulus partition deformation control of high concrete face rockfill dam;European Journal of Environmental and Civil Engineering;2024-03-26

2. A fuzzy FMEA assessment of hydroelectric earth dam failure modes: A case study in Central Brazil;Energy Reports;2021-11

3. Numerical Simulation of Stepped Spillways with Front Step Deformation;Mathematical Problems in Engineering;2021-03-29

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