2011
DOI: 10.4028/www.scientific.net/amr.243-249.2050
|View full text |Cite
|
Sign up to set email alerts
|

A Study on Dynamic Properties of Cement-Stabilized Soils

Abstract: In this paper the dynamic property (shear modulus and damping ratio) of cement-stabilized soil is studied with using the resonant column test. The amount of cement admixed, the magnitude of confining pressure, and shearing strain amplitude are the parameters considered. Test results show that the maximum shear modulus of cement-stabilized soil increases with increasing confining pressure, the minimum damping ratio decreases with increasing confining pressure. The shear modulus of cement-stabilized soil decreas… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1

Citation Types

0
2
0

Year Published

2017
2017
2024
2024

Publication Types

Select...
7

Relationship

0
7

Authors

Journals

citations
Cited by 7 publications
(2 citation statements)
references
References 3 publications
0
2
0
Order By: Relevance
“…On the other hand, Type and fineness of the cement played a secondary role. According to Tsai and Ni [34], an adverse relationship was found between the shear modulus of the cement-treated soil and the shearing strain. However, the damping ratio correlated positively with the shearing strain.…”
Section: Effect On Dynamic Propertiesmentioning
confidence: 99%
“…On the other hand, Type and fineness of the cement played a secondary role. According to Tsai and Ni [34], an adverse relationship was found between the shear modulus of the cement-treated soil and the shearing strain. However, the damping ratio correlated positively with the shearing strain.…”
Section: Effect On Dynamic Propertiesmentioning
confidence: 99%
“…In the case of expansive clay, lime cementation enhances static stability such as shear strength improvement and swelling reduction, as well as dynamic properties (Chae and Au 1978). Moreover, the threshold strain where the shear modulus begins to fall, increases with higher cement treatment, while higher cement content prevents rapid degradation of the G/G max curves at larger torsional strain levels (Tsai et al 2012).…”
Section: Introductionmentioning
confidence: 99%