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Title Transcription
セメント アンテイ ショリド ノ イチジク アッシュク ツヨサ ニ オヨボス ハイゴウ ジョウケン ノ エイキョウ
Title Alternative (English)
Effects of Mix Proportion Conditions on Unconfined Compressive Strength of Cement Stabilized Soils
File
language
jpn
Author
Kamei, Takeshi
Ohmoto, Kazuki
Matsuo, Kazutoshi
Description
Cement-treated dredged soil can be used in various structures. Predicting the compressive behavior of cement stabilized soil is of major interest in designing soil stabilization. This paper presents the effects of mix proportion conditions on unconfined compressive strength of cement stabilized soils with a wide range of water to cement weight ratios (W/C ratio) and soil to cement weight ratios (S/C ratio). We found that the extent and rate of unconfined compressive strength development is related to the W/C and S/C ratios. In addition, some empirical correlations, which are simple but very useful in practice, are presented to predict the unconfined compressive strength on the basis of W/C and S/C ratios. These findings permit proper selection of mix proportion conditions for cement stabilized soils.
Journal Title
島根大学総合理工学部紀要. シリーズA
Volume
36
Start Page
9
End Page
15
ISSN
13427113
Published Date
2002-12-24
NCID
AA11157087
Publisher
島根大学総合理工学部
Publisher Aalternative
Interdisciplinary Faculty of Science and Engineering, Shimane University
NII Type
Departmental Bulletin Paper
Format
PDF
Text Version
出版社版
Gyoseki ID
e18681
OAI-PMH Set
Interdisciplinary Graduate School of Science and Engineering
Remark
30-41+ / 1997-2007
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