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Study of Shear Wave Velocity of Macao Marine Clay under Anisotropic Stress Condition
Gang HAO1; T.M.H. Lok2
2008
Conference Namethe 14 th World Conference on Earthquake Engineering
Source PublicationProc. of the 14 th World Conference on Earthquake Engineering
Conference DateOctober 12-17, 2008
Conference PlaceBeijing, China
Abstract

Shear wave velocity, Vs of soft clay is an important parameter for seismic resistant design as well as for deformation analysis of earth structures as it is directly related to the very small-strain stiffness. And the measurement of Vs is a critical task in the solution of geotechnical earthquake engineering problems. In this study, piezoelectric bender elements were used to measure the shear wave velocity on reconstituted specimens of soft Macao marine clay. Various initial stress conditions, including isotropic and various stress ratios, η, were simulated in the triaxial apparatus. Two signal interpretation methods, the characteristic peaks and the cross-correlation, were used to determine the travel time for calculation of the shear wave velocity. In addition, void ratio functions were assessed, and empirical correlations between the maximum shear modulus and the initial stress condition as well as the void ratio were proposed for Macao marine clay.

KeywordShear Wave Velocity Bender Element Anisotropic Stress
Language英語English
Document TypeConference paper
CollectionFaculty of Science and Technology
DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Affiliation1.Postgraduate student, Dept. of Civil and Environmental Engineering, University of Macau, Macau SAR.
2.Assistant Professor, Dept. of Civil and Environmental Engineering, University of Macau, Macau SAR.
First Author AffilicationUniversity of Macau
Recommended Citation
GB/T 7714
Gang HAO,T.M.H. Lok. Study of Shear Wave Velocity of Macao Marine Clay under Anisotropic Stress Condition[C], 2008.
APA Gang HAO., & T.M.H. Lok (2008). Study of Shear Wave Velocity of Macao Marine Clay under Anisotropic Stress Condition. Proc. of the 14 th World Conference on Earthquake Engineering.
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