International Journal For Numerical And Analytical Methods In Geomechanics

杂志介绍

International Journal For Numerical And Analytical Methods In Geomechanics杂志介绍

《International Journal For Numerical And Analytical Methods In Geomechanics》是一本以English为主的未开放获取国际优秀期刊，中文名称国际地质力学数值和分析方法杂志，本刊主要出版、报道工程技术-MECHANICS领域的研究动态以及在该领域取得的各方面的经验和科研成果，介绍该领域有关本专业的最新进展，探讨行业发展的思路和方法，以促进学术信息交流，提高行业发展。该刊已被国际权威数据库SCIE收录，为该领域相关学科的发展起到了良好的推动作用，也得到了本专业人员的广泛认可。该刊最新影响因子为3.4，最新CiteScore 指数为6.4。

本刊近期中国学者发表的论文主要有：

• 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

英文介绍

International Journal For Numerical And Analytical Methods In Geomechanics杂志英文介绍

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.