Machine learning method for CPTu based 3D stratification of New Zealand geotechnical database sites. (October 2021)

• Record Type: Journal Article
• Authors: Wu, Shengchao; Zhang, Jian-Min; Wang, Rui
• Is Part Of: Advanced engineering informatics. Volume 50(2021)
• Publication Date: 2021-10
• Subjects: 3D site stratification -- Piezocone penetration test -- Machine learning method -- Soil classification model -- Boundary layer identification; Computer-aided engineering -- Periodicals; Engineering -- Data processing -- Periodicals; 620.00285
• DOI: 10.1016/j.aei.2021.101397
• Languages: English
• ISSNs: 1474-0346

Abstract

Highlights: Random forest machine learning model for soil classification based on CPTu data. Automatic classification for silty-sand based on fines content. Modified WTMM layer boundary identification method considering the influence of transition zone. GRNN based method for interpolation of stratification at discrete locations into 3D site. High accuracy for 1D soil stratification and 3D site stratification in New Zealand. Abstract: Three-dimensional (3D) geotechnical site stratification is of vital importance in geotechnical practice. In this study, a set of methods for 3D site stratification based on CPTu measurements of New Zealand Geotechnical Database (NZGD) sites is proposed. One-dimensional (1D) soil stratification at discrete CPTu points is first conducted and then interpolated in 3D to achieve 3D site stratification. 1D soil stratification is achieved through a proposed soil classification model combined with a proposed soil layer boundary identification method, which achieves a correct soil profile length identification rate of 93%. The soil classification machine learning model classifies the soil within NZGD into three types, i.e. Gravel, Sand, and Silt, and is able to reflect the fines content for silty sand. The model innovatively incorporates local variation information of CPTu curves in the input for a random forest algorithm to significantly improve identification accuracy to over 90%. Accurately locating soil layer boundaries is achieved through proposing a modified WTMM boundary identification method. 3D site stratification is then realized through 3D interpolation of 1D stratification at discrete CPTu points using a generalized regression neural network (GRNN) method. The 3D site stratification method is validated for two independent geotechnical sites within NZGD, exhibiting the effectiveness of the proposed set of methods.