Research on Dynamic Response and Instability Failure Phenomenon of Deposit Slope with Weak Interlayer Based on Shaking Table Test
Aiming at the typical potential landslide disaster points along the Sichuan—Tibet Railway, a shaking table test of a high-steep deposit slope with weak interlayer was design and completed with a geometric similarity ratio of 1∶10. Systematic research has been carried out from the aspects of instabil...
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| Hlavní autoři: | , , , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
Editorial Department of Journal of Sichuan University (Engineering Science Edition)
2021-05-01
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| Edice: | 工程科学与技术 |
| Témata: | |
| On-line přístup: | http://jsuese.scu.edu.cn/thesisDetails#10.15961/j.jsuese.202000935 |
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