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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| Main Authors: | , , |
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| 格式: | Article |
| 语言: | English English |
| 出版: |
Elsevier Ltd
2022
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| 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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