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
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
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.
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