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Failure of Saturated Silty Loam Deposit Subjected to Cyclic Shear

Memoirs of the Faculty of Engineering, Yamaguchi University Volume 38 Issue 1 Page 55-64
published_at 1987
KJ00000156660.pdf
[fulltext] 821 KB
Title
繰返しせん断による飽和シルト質ローム地盤の破壊について
Failure of Saturated Silty Loam Deposit Subjected to Cyclic Shear
Creators Ohara Sukeo
Creators Yamamoto Tetsuro
Source Identifiers
On the basis of the liquefaction test results, failure of a saturated silty loam deposit during earthquakes is investigated theoretically. First, from the liquefaction test results, it is shown that the silty loam failed when the pore water pressure ratio reached 0.4 to 0.8 by cyclic shear stress, and its failure was essentially similar to liquefaction of sands. Second the changes of the pore water pressure induced in the deposit by the ground motions (the El Centro earthquake (1940) and the simulated earthquake) are calculated by use of the seismic response analysis, and the change of pore water pressure obtained from the test. Analytical results show the relationship between the ratio of the amplitude of the equivalent sinusoidal acceleration to that of the earthquake accelerations which are required to cause the failure of the deposit, and equivalent number of cycles.
Subjects
土木工学 ( Other)
Languages jpn
Resource Type departmental bulletin paper
Publishers 山口大学工学部
Date Issued 1987
File Version Version of Record
Access Rights open access
Relations
[ISSN]0372-7661
[NCID]AN00244228
Schools 工学部