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Effects of Sustained Shear Stress on the Dynamic Strength of Saturated Clay

Memoirs of the Faculty of Engineering, Yamaguchi University Volume 33 Issue 1 Page 71-77
published_at 1982
KJ00000156440.pdf
[fulltext] 527 KB
Title
飽和粘性土の動的強度に及ぼす静的付加せん断応力の影響について
Effects of Sustained Shear Stress on the Dynamic Strength of Saturated Clay
Creators Ohara Sukeo
Creators Yamamoto Tetsuro
Creators Ogushi Toshikatsu
Source Identifiers
It seems that the soil-elements in the slope and near the structures are usually subjected the initial shear stress. Therefore, it is important for earthquake engineering to study the dynamic characteristics and strength of saturated clay sustained shear stress. So, in order to investigate the effects of sustained shear stress Δτ on the dynamic strength of saturated clay, this experiment was carried out using a dynamic simple shear test apparatus and the dynamic strength was compared with the static strength under various stress conditions. It is concluded that the dynamic strength decreases in proportion to the number of cycles of cyclic shear stress n_<&fnof
Subjects
土木工学 ( Other)
Languages jpn
Resource Type departmental bulletin paper
Publishers 山口大学工学部
Date Issued 1982
File Version Version of Record
Access Rights open access
Relations
[ISSN]0372-7661
[NCID]AN00244228
Schools 工学部