Influence of sedimentary facies and depth on normalized dynamic shear modulus and damping ratio of quaternary soils
To contribute to a better fundamental understanding of the deformation behavior for Suzhou quaternary sedimentary soils, using GCTS cylinder apparatus cyclic loading testing system, a total of 40 cyclic triaxial tests are performed on various kinds of undisturbed soils at depth less than 100 m corre...
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| Autore principale: | |
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| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2017-07-01
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| Serie: | Yantu gongcheng xuebao |
| Soggetti: | |
| Accesso online: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201707022 |
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