Effect of Inclined Clay Core on Embankment Dam Seepage and Stability Through LEM and FEM-Reference-Cited by-同舟云学术

Effect of Inclined Clay Core on Embankment Dam Seepage and Stability Through LEM and FEM

Published:2020-07-16 Issue:6 Volume:38 Page:6571-6586
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Salmasi Farzin^ORCID,Norouzi Reza,Abraham John,Nourani Bahram,Samadi Sima

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

https://link.springer.com/content/pdf/10.1007/s10706-020-01455-7.pdf

Reference27 articles.

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3. Calamak M, Yanmaz AM (2018) Assessment of core-filter configuration performance of rock-fill dams under uncertainties. Int J Geomech. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001114

4. Farzampour A, Salmasi F, Mansuri B (2014) Optimum size for clay core of Alavian Earth dam by numerical simulation. Iran J Energy Environ 5(3):246–252. https://doi.org/10.5829/idosi.ijee.2014.5.3.03

5. Geo-Slope (2012) Version 7.1.0 User manual. Geo Slope International, Calgary

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