Chapter
Jun 20, 2012
Dynamic Properties of Saturated Compacted Soils
Authors: Chia-Pin Wu, Ph.D. [email protected], Jin-Hung Hwang [email protected], and Tsai-Kuey ChienAuthor Affiliations
Publication: Geotechnical Earthquake Engineering and Soil Dynamics IV
Abstract
Dynamic properties of saturated compacted soils are very important parameters used for analyzing seismic responses of compacted earth dams. The complete test results of them are rare since that saturating the compacted soil specimens is time-consuming and laborious by using traditional saturation methods. In this study, two vacuum-saturation methods were proposed to improve saturating the compacted SM, ML and CL specimens. Both methods can reliably make their Skempton coefficient B greater than 0.95. Their complete dynamic properties were then measured by resonant column test (RCT). The test results showed that their G/Gmax versus strain relationships and damping ratio curves are much different from those of ordinary soils. The empirical equations correlating the maximum shear modulus, void ratio and effective confining pressure were also suggested for different compacted soils.
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© 2008 American Society of Civil Engineers.
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Published online: Jun 20, 2012
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Student, Department of Civil Engineering, National Central University, No.300, Jhongda Rd., Jhongli City, Taoyuan County 32054, Taiwan, ROC;. E-mail: [email protected]
Professor, Department of Civil Engineering, National Central University, Taiwan, ROC.E-mail: [email protected]
Tsai-Kuey Chien
Master, Department of Civil Engineering, National Central University, Taiwan, ROC
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