Datasets of various geotechnical surveys in several arrays in the Taipei Basin
The standard penetration test (SPT), seismic cone penetration test (SCPT), and various in-situ seismic tests are commonly utilized for geotechnical site investigations. The investigated data via these tests are widely adopted to capture site characteristics for geotechnical engineering design. Howev...
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Published in | Data in brief Vol. 53; p. 110195 |
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Main Authors | , , , , |
Format | Journal Article |
Language | English |
Published |
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Elsevier Inc
01.04.2024
Elsevier |
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ISSN | 2352-3409 2352-3409 |
DOI | 10.1016/j.dib.2024.110195 |
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Abstract | The standard penetration test (SPT), seismic cone penetration test (SCPT), and various in-situ seismic tests are commonly utilized for geotechnical site investigations. The investigated data via these tests are widely adopted to capture site characteristics for geotechnical engineering design. However, site characterizations vary in the above in-situ tests, which leads to uncertainties in the corresponding engineering analysis and design. To address these variabilities, this paper meticulously carried out the above-mentioned geotechnical in-situ tests with rigorous supervision at 13 selected sites in the Taipei Basin, yielding several valuable datasets. The datasets consist of digital investigation data including SPT-N, soil classification, CPT-qc and -fs, and the shear wave velocities (Vs) obtained from different measurements. We believe that these datasets will be beneficial for conducting various calibration studies for different geotechnical investigation methods and the corresponding geotechnical parameters. |
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AbstractList | The standard penetration test (SPT), seismic cone penetration test (SCPT), and various in-situ seismic tests are commonly utilized for geotechnical site investigations. The investigated data via these tests are widely adopted to capture site characteristics for geotechnical engineering design. However, site characterizations vary in the above in-situ tests, which leads to uncertainties in the corresponding engineering analysis and design. To address these variabilities, this paper meticulously carried out the above-mentioned geotechnical in-situ tests with rigorous supervision at 13 selected sites in the Taipei Basin, yielding several valuable datasets. The datasets consist of digital investigation data including SPT-N, soil classification, CPT-qc and -fs, and the shear wave velocities (Vs) obtained from different measurements. We believe that these datasets will be beneficial for conducting various calibration studies for different geotechnical investigation methods and the corresponding geotechnical parameters. The standard penetration test (SPT), seismic cone penetration test (SCPT), and various seismic tests are commonly utilized for geotechnical site investigations. The investigated data via these tests are widely adopted to capture site characteristics for geotechnical engineering design. However, site characterizations vary in the above tests, which leads to uncertainties in the corresponding engineering analysis and design. To address these variabilities, this paper meticulously carried out the above-mentioned geotechnical tests with rigorous supervision at 13 selected sites in the Taipei Basin, yielding several valuable datasets. The datasets consist of digital investigation data including SPT-N, soil classification, CPT-q and -fs, and the shear wave velocities (Vs) obtained from different measurements. We believe that these datasets will be beneficial for conducting various calibration studies for different geotechnical investigation methods and the corresponding geotechnical parameters. The standard penetration test (SPT), seismic cone penetration test (SCPT), and various in-situ seismic tests are commonly utilized for geotechnical site investigations. The investigated data via these tests are widely adopted to capture site characteristics for geotechnical engineering design. However, site characterizations vary in the above in-situ tests, which leads to uncertainties in the corresponding engineering analysis and design. To address these variabilities, this paper meticulously carried out the above-mentioned geotechnical in-situ tests with rigorous supervision at 13 selected sites in the Taipei Basin, yielding several valuable datasets. The datasets consist of digital investigation data including SPT-N, soil classification, CPT-qc and -fs, and the shear wave velocities (Vs) obtained from different measurements. We believe that these datasets will be beneficial for conducting various calibration studies for different geotechnical investigation methods and the corresponding geotechnical parameters.The standard penetration test (SPT), seismic cone penetration test (SCPT), and various in-situ seismic tests are commonly utilized for geotechnical site investigations. The investigated data via these tests are widely adopted to capture site characteristics for geotechnical engineering design. However, site characterizations vary in the above in-situ tests, which leads to uncertainties in the corresponding engineering analysis and design. To address these variabilities, this paper meticulously carried out the above-mentioned geotechnical in-situ tests with rigorous supervision at 13 selected sites in the Taipei Basin, yielding several valuable datasets. The datasets consist of digital investigation data including SPT-N, soil classification, CPT-qc and -fs, and the shear wave velocities (Vs) obtained from different measurements. We believe that these datasets will be beneficial for conducting various calibration studies for different geotechnical investigation methods and the corresponding geotechnical parameters. |
ArticleNumber | 110195 |
Author | Wang, Jiun-Shiang Hwang, Jin-Hung Deng, Yuan‑Chang Tseng, Chun-Chieh Lu, Chih-Chieh |
Author_xml | – sequence: 1 givenname: Chih-Chieh surname: Lu fullname: Lu, Chih-Chieh organization: Division of Earth Sciences and Geotechnical Engineering, National Center for Research on Earthquake Engineering, No. 200, Sec. 3, Xinhai Rd., Taipei City 10668, Taiwan, ROC – sequence: 2 givenname: Yuan‑Chang surname: Deng fullname: Deng, Yuan‑Chang organization: Division of Earth Sciences and Geotechnical Engineering, National Center for Research on Earthquake Engineering, No. 200, Sec. 3, Xinhai Rd., Taipei City 10668, Taiwan, ROC – sequence: 3 givenname: Jiun-Shiang orcidid: 0000-0002-8714-4888 surname: Wang fullname: Wang, Jiun-Shiang email: jswang@narlabs.org.tw organization: Division of Earth Sciences and Geotechnical Engineering, National Center for Research on Earthquake Engineering, No. 200, Sec. 3, Xinhai Rd., Taipei City 10668, Taiwan, ROC – sequence: 4 givenname: Jin-Hung surname: Hwang fullname: Hwang, Jin-Hung organization: Department of Civil Engineering, National Central University, No. 300, Zhongda Rd., Zhongli District, Taoyuan 320317, Taiwan, ROC – sequence: 5 givenname: Chun-Chieh surname: Tseng fullname: Tseng, Chun-Chieh organization: Public Works Department of Taipei City Government, No.1, City Hall Rd., Xinyi District, Taipei City 110204, Taiwan, ROC |
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Keywords | Taipei Basin Alluvium sites Standard penetration test Cone penetration test Shear wave velocity |
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References_xml | – year: 2012 ident: bib0005 article-title: ASTM D5778 Standard Test Method for Electronic Friction Cone and Piezocone Penetration Testing of Soils – year: 2018 ident: bib0006 article-title: ASTM D5753 Standard Guide for Planning and Conducting Borehole Geophysical Logging – year: 2010 ident: bib0002 article-title: D4633-10 Standard Test Method for Energy Measurement for Dynamic Penetrometers – year: 2019 ident: bib0007 article-title: ASTM D7400 Standard Test Methods for Downhole Seismic Testing – year: 2018 ident: bib0001 article-title: ASTM D1586/D1586M-18 Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils – year: 2009 ident: bib0009 article-title: SeisImager/SW – year: 2012 ident: bib0003 article-title: ASTM D5778-12 Standard Test Method for Electronic Friction Cone and Piezocone Penetration Testing of Soils – year: 2012 ident: bib0008 article-title: JGS 1122 Method for Seismic Velocity Logging – year: 2016 ident: bib0004 article-title: ASTM D4428/D4428M Standard Test Methods for Crosshole Seismic Testing – year: 2012 ident: 10.1016/j.dib.2024.110195_bib0005 – year: 2019 ident: 10.1016/j.dib.2024.110195_bib0007 – year: 2016 ident: 10.1016/j.dib.2024.110195_bib0004 – year: 2010 ident: 10.1016/j.dib.2024.110195_bib0002 – year: 2012 ident: 10.1016/j.dib.2024.110195_bib0008 – year: 2009 ident: 10.1016/j.dib.2024.110195_bib0009 – year: 2012 ident: 10.1016/j.dib.2024.110195_bib0003 – year: 2018 ident: 10.1016/j.dib.2024.110195_bib0006 – year: 2018 ident: 10.1016/j.dib.2024.110195_bib0001 |
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Snippet | The standard penetration test (SPT), seismic cone penetration test (SCPT), and various in-situ seismic tests are commonly utilized for geotechnical site... The standard penetration test (SPT), seismic cone penetration test (SCPT), and various seismic tests are commonly utilized for geotechnical site... |
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SubjectTerms | Alluvium sites basins Cone penetration test data collection geophysics Shear wave velocity soil classification Standard penetration test Taipei Basin |
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Title | Datasets of various geotechnical surveys in several arrays in the Taipei Basin |
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