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Shaking Table Tests on Shear Moduli of Sandy Soils at Low Confining Pressures

Memoirs of the Faculty of Engineering, Yamaguchi University Volume 37 Issue 1 Page 41-45
published_at 1986
KJ00000156616.pdf
[fulltext] 357 KB
Title
低拘束圧下での砂質土のせん断弾性係数に関する振動台実験
Shaking Table Tests on Shear Moduli of Sandy Soils at Low Confining Pressures
Creators Ohara Sukeo
Creators Yamamoto Tetsuro
Creators Morita Takumi
Creators Morioka Hiromichi
Source Identifiers
Shear moduli of the sand and the decomposed granite soil were measured under low confining pressures below 5kPa. Test apparatus used in these tests is Kellman's type shear box fixed on a shaking table. The size of the specimen is 60cm in diameter and about 7.5cm in height. As a result of this investigation, it is shown that shear moduli of the sand and the decomposed granite soil increase in proportion to the effective confining pressure to the power 0.66 and to the power 0.75 respectively.
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