Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/96934
Title: Stiffness profiles of residual soil sites using continuous surface wave method
Authors: Aung, Aung Myo Win
Leong, Eng Choon
Issue Date: 2012
Abstract: In this study, continuous surface wave (CSW) tests were conducted to study the dispersion characteristics and stiffness profiles of two unsaturated residual soil sites in Singapore. Rayleigh wave dispersion curves were obtained by plotting measured Rayleigh wave phase velocities (Vij) against frequency. Dispersion characteristics of both sites were found to be normally dispersive. Stiffness profiles were then determined through inversion analyses. The stiffness profiles were found to be in good agreement with stiffness estimated from standard penetration test (SPT) and cone penetration test (CPT) data. The degree of weathering with depth at the two sites was also estimated from stiffness profiles. It was found that both sites have been heavily weathered to a substantial depth.
URI: https://hdl.handle.net/10356/96934
http://hdl.handle.net/10220/13073
Rights: © 2011 Kasetsart University. This paper was published in Asia-Pacific Conference on Unsaturated Soils: Theory and Practice and is made available as an electronic reprint (preprint) with permission of Kasetsart University. The paper can be found at the following URL: [http://www.unsat.eng.ku.ac.th/Proceeding/index.html]. One print or electronic copy may be made for personal use only. Systematic or multiple reproduction, distribution to multiple locations via electronic or other means, duplication of any material in this paper for a fee or for commercial purposes, or modification of the content of the paper is prohibited and is subject to penalties under law.
metadata.item.grantfulltext: open
metadata.item.fulltext: With Fulltext
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