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...
Збережено в:
| Автор: | |
|---|---|
| Формат: | Artigo |
| Мова: | Inglês |
| Опубліковано: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2017-07-01
|
| Серія: | Yantu gongcheng xuebao |
| Предмети: | |
| Онлайн доступ: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201707022 |
| Теги: |
Немає тегів, Будьте першим, хто поставить тег для цього запису!
|