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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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書目詳細資料
Main Authors: Namdar, Abdoullah, Mehran, Karimpour-Fard, Nurmunira, Muhammad
格式: Article
語言:English
English
出版: Elsevier Ltd 2022
主題:
TA Engineering (General). Civil engineering (General)
在線閱讀: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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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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