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Murata Hidekazu

Affiliate Master Yamaguchi University

Behavior of Saturated Clay Ground Subjected to Traffic Loading

Memoirs of the Faculty of Engineering, Yamaguchi University Volume 37 Issue 1 Page 73-80
published_at 1986
KJ00000156620.pdf
[fulltext] 475 KB
Title
交通荷重による飽和粘土地盤の変形挙動
Behavior of Saturated Clay Ground Subjected to Traffic Loading
Creators Hyodo Masayuki
Creators Murata Hidekazu
Creators Yasuhara Kazuya
Source Identifiers
It is important to make clear the responses of saturated clays to repeated loads in relation to the low bank highway on the clay, because its settlement is conspicuous compared with that in the case of behavior subjected to static loads. In the present paper, for the comprehensive solution of this problem, experimental results by the cyclic triaxial compression test apparatus and their theoretical treatment are described. Concerning the theoretical study, a method of estimating the induced stresses of ground by traffic loads is proposed. Also, the experimental equations are build up by the results of undrained cyclic triaxial compression tests. It has become possible to estimate the behavior of clay ground subjected to traffic loading by combinning the calculated stresses of ground and the experimental equations.
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