Cellular automata modeling of rockfill dam failure caused by overtopping or any other extreme throughflow-Reference-Cited by-同舟云学术

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Cellular automata modeling of rockfill dam failure caused by overtopping or any other extreme throughflow

Published:2021-10 Issue: Volume:245 Page:112933
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

González Tejada Ignacio^ORCID,Monteiro-Alves Ricardo^ORCID,Morán Rafael^ORCID,Toledo Miguel Á.^ORCID

Funder

Ministerio de Ciencia e Innovación

Ministerio de Economía y Competitividad

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference55 articles.

1. CHAPTER 3 - rockfill dams;Stephenson,1979

2. Eighteenth terzaghi lecture;Cooke;ASCE J Geotech,1984

3. Hydraulic conductivity of coarse rockfill used in hydraulic structures;Ferdos;Transp Porous Media,2015

4. Presas de Escollera Sometidas a Sobrevertido. Estudio Del Movimientos Dal Agua a Través de la Escollera Y de la Estabilidad Frente Al Deslizamiento En Masa;Toledo,1997

5. Theoretical solution for seepage flow in overtopped rockfill;Li;J Hydraul Eng,1998

Cited by 2 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. Overtopping Failure Process and Core Wall Fracture Mechanism of a New Concrete Core Wall Dam;KSCE Journal of Civil Engineering;2024-02-15

2. Failure of the Downstream Shoulder of Rockfill Dams Due to Overtopping or Throughflow;Water;2022-05-18

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