Cone penetration test (CPT)-based stratigraphic profiling using the wavelet transform modulus maxima method
Author:
Affiliation:
1. Department of Civil Engineering, National Taiwan University, Taipei, Taiwan.
2. Glenn Department of Civil Engineering, Clemson University, SC, USA.
3. Department of Civil Engineering, I-Shou University, Kaohsiung, Taiwan.
Abstract
Publisher
Canadian Science Publishing
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2015-0027
Reference19 articles.
1. Thin-layer effects on the CPT qc measurement
2. Briaud, J.L. 2000. The National Geotechnical Experimentation Sites at Texas A&M University: clay and sand. A summary. In National Geotechnical Experimentation Sites. Geotechnical Special Publication 93. ASCE. pp. 26–51. 10.1061/9780784404843.ch02.
3. Buckheit, J., and Donoho, D.L. 1995. WaveLab and reproducible research. In Wavelets and statistics. Edited by A. Antoniadis. Springer, Berlin, New York.
4. Bayesian Approach for Probabilistic Site Characterization Using Cone Penetration Tests
5. Utilization of self-organizing map and fuzzy clustering for site characterization using piezocone data
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