International Journal For Numerical And Analytical Methods In Geomechanics

雜志介紹

International Journal For Numerical And Analytical Methods In Geomechanics雜志介紹

《International Journal For Numerical And Analytical Methods In Geomechanics》是一本以English為主的未開放獲取國際優秀期刊，中文名稱國際地質力學數值和分析方法雜志，本刊主要出版、報道工程技術-MECHANICS領域的研究動態以及在該領域取得的各方面的經驗和科研成果，介紹該領域有關本專業的最新進展，探討行業發展的思路和方法，以促進學術信息交流，提高行業發展。該刊已被國際權威數據庫SCIE收錄，為該領域相關學科的發展起到了良好的推動作用，也得到了本專業人員的廣泛認可。該刊最新影響因子為3.4，最新CiteScore 指數為6.4。

本刊近期中國學者發表的論文主要有：

• Unified discrete-element approach applying arbitrary undrained loading paths in element testing for granular soils

  Author: Wu, Qixin; Yang, Zhongxuan

• Study on collapse settlement and cracks of core wall rockfill dams under wetting deformation

  Author: Zhou, Xiongxiong; He, Jichun; Chi, Shichun; Wang, Jinwei

• Simplified method for evaluating the response of existing tunnel induced by adjacent excavation

  Author: Feng, Guohui; Xu, Changjie; Liang, Luju; Tey, Ming-wang; Chi, Min-liang; Ge, Shangqi

• In situ stress assessment based on plastic behavior of borehole breakouts and machine learning

  Author: Garavand, Aboozar; Hadavimoghaddam, Fahime

英文介紹

International Journal For Numerical And Analytical Methods In Geomechanics雜志英文介紹

The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.