封面图片,第 48 卷第 5 期

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL International Journal for Numerical and Analytical Methods in Geomechanics Pub Date : 2024-03-07 DOI:10.1002/nag.3726
Jiahao Xie, Minjie Wen, Yuan Tu, Dazhi Wu, Kaifu Liu, Kejie Tang
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引用次数: 0

摘要

封面图片基于谢家豪等人的研究文章《考虑界面流接触电阻效应的分层饱和土在随时间变化的载荷和加热作用下的热固结》,https://doi.org/10.1002/nag.3677。
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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Cover Image, Volume 48, Issue 5

The cover image is based on the Research Article Thermal consolidation of layered saturated soil under time-dependent loadings and heating considering interfacial flow contact resistance effect by Jiahao Xie et al., https://doi.org/10.1002/nag.3677.

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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: 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.
期刊最新文献
Semi‐Analytical Solution for One‐Dimensional Nonlinear Consolidation of Multilayered Soil Considering Self‐Weight and Boundary Time Effect Analytical Solutions for a Fully Coupled Hydraulic‐Mechanical‐Chemical Model With Nonlinear Adsorption Analytical Solution for Longitudinal Seismic Responses of Circular Tunnel Crossing Fault Zone Investigation on the Instability Mechanism of Expansive Soil Slope With Weak Interlayer Based on Strain Softening Micro‐Mechanical Analysis for Residual Stresses and Shakedown of Cohesionless‐Frictional Particulate Materials Under Moving Surface Loads
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