Testing of Undrained Shear Strength in a Hollow Cylinder Apparatus
The paper presents the results of tests performed in a Torsional Shear Hollow Cylinder Apparatus on undisturbed cohesive soils. The tests were performed on lightly overconsolidated clay (Cl) and sandy silty clay (sasiCl). The main objective of the tests was to determine the undrained shear strength...
Những tác giả chính: | , |
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Định dạng: | Bài viết |
Ngôn ngữ: | English |
Được phát hành: |
Sciendo
2015-06-01
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Loạt: | Studia Geotechnica et Mechanica |
Những chủ đề: | |
Truy cập trực tuyến: | https://doi.org/10.1515/sgem-2015-0023 |