Dynamic shear modulus and damping ratio tests of Lanzhou loess under different depositional directions
Undisturbed loess is a special geotechnical material with anisotropy, and anisotropy has a greater impact on the stability of slopes, tunnels and underground space projects in loess areas. In order to study the variation rule of loess dynamic parameters under different depositional directions, this...
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| Hlavní autor: | |
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2026-06-01
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| Edice: | Yantu gongcheng xuebao |
| Témata: | |
| On-line přístup: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE2026S10010 |
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