Shear modulus and damping ratio of a nonplastic silt at large shear strains
Site response analyses and solution of dynamic soil-structure interaction problems need determination of variation of shear modulus and damping ratio with shear strain. Since many studies in literature concern evaluation of behavior of sands and silty sands, a series of cyclic triaxial tests were pe...
| Những tác giả chính: | , , |
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| Định dạng: | Bài viết |
| Ngôn ngữ: | English |
| Được phát hành: |
EDP Sciences
2019-01-01
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| Loạt: | E3S Web of Conferences |
| Truy cập trực tuyến: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_08007.pdf |