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The seismic resistance simulation for cracked clayey backfill

Applying nonlinear multidirectional forces to the earth retaining structure causes expansion and compression of existing soil crack and this phenomenon occurs in complicated form for clay. The cracked clayey backfill subjected to multi-directional seismic loads has not been reported in the literatur...

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书目详细资料
Main Authors: Namdar, Abdoullah, Mehran, Karimpour-Fard, Nurmunira, Muhammad
格式: Article
语言:English
English
出版: Elsevier Ltd 2022
主题:
TA Engineering (General). Civil engineering (General)
在线阅读:http://umpir.ump.edu.my/id/eprint/38097/1/1-s2.0-S1350630722005891-main.pdf
http://umpir.ump.edu.my/id/eprint/38097/7/The%20seismic%20resistance%20simulation%20for%20cracked%20clayey%20backfill.pdf
http://umpir.ump.edu.my/id/eprint/38097/
https://doi.org/10.1016/j.engfailanal.2022.106616
https://doi.org/10.1016/j.engfailanal.2022.106616
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因特网

http://umpir.ump.edu.my/id/eprint/38097/1/1-s2.0-S1350630722005891-main.pdf
http://umpir.ump.edu.my/id/eprint/38097/7/The%20seismic%20resistance%20simulation%20for%20cracked%20clayey%20backfill.pdf
http://umpir.ump.edu.my/id/eprint/38097/
https://doi.org/10.1016/j.engfailanal.2022.106616
https://doi.org/10.1016/j.engfailanal.2022.106616

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  • The displacement simulation for cracked earth structure with different geometry
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  • Modification of Kaolin Mineralogy and Morphology by Heat Treatment and possibility of Use in Geotechnical Engineering
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