Prediction of the Bearing Capacity of Strip Footing at the Homogenous Sandy Slope Based on the Finite Element Method and Multivariate Adaptive Regression Spline

IF 2.6 Q2 ENGINEERING, CIVIL

Transportation Infrastructure Geotechnology Pub Date : 2023-09-27 DOI:10.1007/s40515-023-00334-x

Lindung Zalbuin Mase, Mutiara Azzahra Putri, Annisa Fitria Edriani, Van Qui Lai, Suraparb Keawsawasvong

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基于有限元法和多元自适应回归样条的均匀砂质边坡条形基础承载力预测

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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来源期刊

Transportation Infrastructure Geotechnology Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology

CiteScore

4.60

自引率

0.00%

发文量

期刊介绍： Transportation Infrastructure Geotechnology provides a state-of-the-science profile of new developments in transportation-related geotechnology from around the world. The Journal covers all types of transportation infrastructure, including bridges, retaining walls, roads, highways, railways, tunnels, culverts, seaports, airports, and related installations. Rigorously-reviewed research papers and reviews in the Journal address a broad range of subjects such as geotechnical design, construction and maintenance of transportation infrastructures, earthworks for transportation facilities, geomaterials and recycled materials; geotechnics for pavements, rail track, and airfield; geosynthetics and applications, sustainability, performance evaluation, rehabilitation, risk assessment and environmental issues. The Journal publishes original research articles and reviews.