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xffxtts of Tyaxs of zKKitivxs on KynzTit aroaxrtixs of txTxnt StziilizxK Soils
Pxi-APun TPaia a and PAxng-Auoo Ni b
aDxpartPxnt of ZonPtruZtion xnginxxring, ZAaoyang UnivxrPity of TxZAnology, 168 Jifong x. Rd., Wufong DiPtriZt,TaiZAung, Taiwan
bDxpartPxnt of Zivil xnginxxring, National ZAxng Tung UnivxrPity, No.1 UnivxrPity Rd., Tainan, Taiwan
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Abstract:
The variation of dynamic properties of soils (shear modulus and damping ratio) as a function of shearing strain is an important input for solving geotechnical problems involving dynamic loading. In this paper, the dynamic properties of cement stabilized soil were studied using resonant column test. Three types of stabilized soil were studied. They are cement stabilized soil, slag cement stabilized soil, and cement with sodium silicate stabilized soil. The amount of cement admixed, the magnitude of confining pressure, and shearing strain amplitude were the parameters considered in this study. 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. However, the relationship between the maximum shear modulus and the confining pressure varies with the type of additive. The shear modulus of cement stabilized soil decreases with increasing shearing strain while the damping ratio increases with increasing shearing strain. The relationship of shear modulus versus shearing strain was fitted into the Ramberg-Osgood equations using regression analysis. The results also indicate that the cement with sodium silicate stabilized soil is able to sustain larger shearing strain before stiffness degradation occurring than other types of additive.
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Keywords: Cement stabilized soil; resonant column test; shears modulus; damping ratio.
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*Corresponding author; e-mail: phtsai@cyut.edu.tw
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©
2012
CSME , ISSN 0257-9731
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