Relationship between cyclic shear strength and curing time of cement-treated soils
Memoirs of the Faculty of Engineering, Yamaguchi University Volume 50 Issue 1
Page 9-14
published_at 1999-10
Title
セメント安定処理土の繰返しせん断強度と養生時間の関係
Relationship between cyclic shear strength and curing time of cement-treated soils
Source Identifiers
Creator Keywords
cement-treated soil
curing time
shaking table test
cyclic shear strength
Toyoura sand
Masado
A new method is proposed for estimating an ultimate cyclic shear strength of cement-treated soils after along-term curing. Shaking table tests are performed on cement-treated Toyoura sand and Ube masado with different curing periods. It was found from the tests that a hyperbolic curve can be applied to approximate a relationship between the cyclic shear strength and the curing time, so that the ultimate cyclic shear strength is determined as an the asymptotic value of the hyperbora. In addition, it was clarified that an ultimate cyclic shear strength curve, which is considered as a maximum effect of cementation, is experimentally obtained.
Languages
jpn
Resource Type
departmental bulletin paper
Publishers
山口大学工学部
Date Issued
1999-10
File Version
Version of Record
Access Rights
open access
Relations
[ISSN]1345-5583
[NCID]AA11422756
[isVersionOf]
[URI]http://memoirs.lib-e.yamaguchi-u.ac.jp/
Schools
工学部