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    Please use this identifier to cite or link to this item: https://ir.lib.ncu.edu.tw/handle/987654321/100283


    Title: Cone penetration test (CPT)-based stratigraphic profiling using the wavelet transform modulus maxima method
    Authors: 莊長賢;Ching, Jianye;Wang, Jiun-Shiang;Juang, C. Hsein;Ku, Chih-Sheng
    Contributors: 工學院土木工程學系
    Keywords: comportement du sol;cone penetration test (CPT);essai de p�n�tration au c�ne (CPT);Fourier transforms;Maxima;Penetration;Profiling;reconnaissance du sol;site investigation;Soil (material);soil behavior type;stratification souterraine;Stratigraphy;Thin films;transform�e en ondelette;underground stratification;wavelet transform;Wavelet transforms
    Date: 2015-05-12
    Issue Date: 2026-04-21 13:56:16 (UTC+8)
    Publisher: National Research Council of Canada;Canadian Science Publishing
    Abstract: 摘要: In this paper, a stratigraphic profiling approach is proposed based on the soil behavior type index, Ic, obtained from the cone penetration test (CPT). The basic idea of this approach is simple: the layer boundaries can be identified as the points at which a change occurs in the Ic profile. It is shown that these change points can be easily identified using the wavelet transform modulus maxima (WTMM) method. This method is able to accurately pinpoint the locations of change points in the Ic profile and to produce graphs and plots that fit well with engineers’ methods of visualization and intuition. Moreover, by virtue of the fast Fourier transform, the computation is very fast. Case studies show that the WTMM method is effective for the detection of change points in the Ic profile. It is also capable of detecting thin soil layers.
    出版者: Canadian Science Publishing
    出版日期: 2015-12-01
    出處: Canadian Geotechnical Journal, 2015-12, Vol.52 (12), p.1993-2007
    識別號: ISSN: 0008-3674
    識別號: EISSN: 1208-6010
    識別號: DOI: 10.1139/cgj-2015-0027
    Appears in Collections:[Department of Civil Engineering] journal & Dissertation

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