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Title Transcription
セメント アンテイ ショリド ノ キョウド ヘンケイ トクセイ
Title Alternative
Strength Deformation Characteristics of Cement Stabilized Soils
File
language
jpn
Author
Kamei, Takeshi
Ohmoto, Kazuki
Matsuo, Kazutoshi
Description
In construction work on soft soil, the design and evaluation of the soil improvement effect are important. This paper describes the strength deformation characteristics 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). The effects of mix proportion conditions and curing time on stress-strain behavior of cement stabilized soils are shown quantitativcly. The unconfined compressive strength of cement stabilized soils can be represented as a hyperbolic relationship between unconfined compressive strength and curing time. Increasing S/C ratio and decreasing W/C ratio lead to increases instrength and stiffness. Several empirical relationships between unconfined compressive streength and curing time have been also developed.
Journal Title
島根大学総合理工学部紀要. シリーズA
Volume
36
Start Page
17
End Page
24
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
e18683
OAI-PMH Set
Interdisciplinary Graduate School of Science and Engineering
Remark
30-41+ / 1997-2007
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