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Shear Strength of Quasi-Overconsolidated Clay Induced by Cyclic Loading

Memoirs of the Faculty of Engineering, Yamaguchi University Volume 37 Issue 1 Page 47-54
published_at 1986
KJ00000156617.pdf
[fulltext] 653 KB
Title
繰り返し載荷によって生じる擬似過圧密粘土の強度特性
Shear Strength of Quasi-Overconsolidated Clay Induced by Cyclic Loading
Creators Ohara Sukeo
Creators Matsuda Hiroshi
Creators Sueoka Kouki
Source Identifiers
The clay consolidated after appling cyclic shear is in the state of quasi-overconsolidation. In order to investigate the characteristics of shear strength and of consolidation of quasi-overconsolidated clay, static shear tests and consolidation tests are performed, using the simple shear test apparatus. Then, the results are compared with the ones for the overconsolidated clay. As a conclusion, it is clarified that the quasi-overconsolidated clay induced by cyclic loading is affected with the disturbances of fabrics, compared with the overcosolidated clay induced under static conditions.
Subjects
土木工学 ( Other)
Languages jpn
Resource Type departmental bulletin paper
Publishers 山口大学工学部
Date Issued 1986
File Version Version of Record
Access Rights open access
Relations
[ISSN]0372-7661
[NCID]AN00244228
Schools 工学部