Machine-learning models to predict P- and S-wave velocity profiles for Japan as an example

被引:2
作者
Kim, Jisong [1 ]
Kang, Jae-Do [2 ]
Kim, Byungmin [1 ]
机构
[1] Ulsan Natl Inst Sci & Technol, Dept Civil Urban Earth & Environm Engn, Ulsan, South Korea
[2] Seoul Inst Technol, Earthquake Disaster Mitigat Ctr, Seoul, South Korea
关键词
shear wave velocity; compression wave velocity; machine learning; gradient boosting; random forest; artificial neural network; cross-validation; V-S; MECHANICAL-PROPERTIES; COMPRESSIVE STRENGTH; WATER SATURATION; NEURAL-NETWORKS; POROSITY; FRACTURE; ORIENTATION; DENSITY; FIELD;
D O I
10.3389/feart.2023.1267386
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Wave velocity profiles are significant for various fields, including rock engineering, petroleum engineering, and earthquake engineering. However, direct measurements of wave velocities are often constrained by time, cost, and site conditions. If wave velocity measurements are unavailable, they need to be estimated based on other known proxies. This paper proposes machine learning (ML) approaches to predict the compression and shear wave velocities (VP and VS, respectively) in Japan. We utilize borehole databases from two seismograph networks of Japan: Kyoshin Network (K-NET) and Kiban Kyoshin Network (KiK-net). We consider various factors such as depth, N-value, density, slope angle, elevation, geology, soil/rock type, and site coordinates. We use three ML techniques: Gradient Boosting (GB), Random Forest (RF), and Artificial Neural Network (ANN) to develop predictive models for both VP and VS and evaluate the performances of the models based on root mean squared errors and the five-fold cross-validation method. The GB-based model provides the best estimation of VP and VS for both seismograph networks. Among the considered factors, the depth, standard penetration test (SPT) N-value, and density have the strongest influence on the wave velocity estimation for K-NET. For KiK-net, the depth and site longitude have the strongest influence. The study confirms the applicability of commonly used machine-learning techniques in predicting wave velocities, and implies that exploring additional factors will enhance the performance.
引用
收藏
页数:19
相关论文
共 61 条
  • [1] Yousef WA, 2019, Arxiv, DOI arXiv:1905.05700
  • [2] Abadi M., 2016, arXiv
  • [3] Empirical correlations of shear wave velocity (Vs) and penetration resistance (SPT-N) for different soils in an earthquake-prone area (Erbaa-Turkey)
    Akin, Muge K.
    Kramer, Steven L.
    Topal, Tamer
    [J]. ENGINEERING GEOLOGY, 2011, 119 (1-2) : 1 - 17
  • [4] Predicting rock mechanical properties of carbonates from wireline logs (A case study: Arab-D reservoir, Ghawar field, Saudi Arabia)
    Ameen, Mohammed S.
    Smart, Brian G. D.
    Somerville, J. Mc.
    Hammilton, Sally
    Naji, Nassir A.
    [J]. MARINE AND PETROLEUM GEOLOGY, 2009, 26 (04) : 430 - 444
  • [5] Comparing liquefaction evaluation methods using penetration-VS relationships
    Andrus, RD
    Piratheepan, P
    Ellis, BS
    Zhang, JF
    Juang, CH
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2004, 24 (9-10) : 713 - 721
  • [6] Machine learning technique for the prediction of shear wave velocity using petrophysical logs
    Anemangely, Mohammad
    Ramezanzadeh, Ahmad
    Amiri, Hamed
    Hoseinpour, Seyed-Ahmad
    [J]. JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, 2019, 174 : 306 - 327
  • [7] [Anonymous], 2019, NIED K NET KIK NET N, DOI [DOI 10.17598/NIED.0004, 10.17598/nied.0004]
  • [8] Estimating shear wave velocity of soil using standard penetration test (SPT) blow counts in Mashhad city
    Ataee, Omolbanin
    Moghaddas, Naser Hafezi
    Lashkaripour, Gholam Reza
    [J]. JOURNAL OF EARTH SYSTEM SCIENCE, 2019, 128 (03)
  • [9] Seismic site classification and correlation between VS and SPT-N for deep soil sites in Indo-Gangetic Basin
    Bajaj, Ketan
    Anbazhagan, P.
    [J]. JOURNAL OF APPLIED GEOPHYSICS, 2019, 163 : 55 - 72
  • [10] Berrar D., 2019, ENCY BIOINFORMATICS, P542, DOI [10.1016/B978-0-12-809633-8.20349-X, DOI 10.1016/B978-0-12-809633-8.20349-X]