Rate and negative Poisson’s ratio effects on Compressive Mechanical behaviors of Thermal-Damaged Crystalline Rocks using a grain-based model

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2024-10-03 DOI:10.1007/s10064-024-03905-5
Ling Xu, Bibo Wang, Xiaolin Huang, Jiahu Du
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Abstract

Rocks often have a rate effect on mechanical behaviors and exhibit a negative Poisson’s ratio (NPR) effect after being thermally damaged. However, to date, their combined role in mechanical behaviors has not been clarified. This study micromechanically explores the rate and NPR effects on the compressive behaviors of thermal-damaged rocks using the compression-hardening grain-based model (CHGBM) implemented by the Universal Discrete Element Code (UDEC). The original, moderately, and highly thermal-damaged Suizhou granite samples were subjected to unconfined compression tests for calibrating UDEC-CHGBM. With developing thermal damage from the original state, the rock sample decreases in the peak stress and modulus, exhibiting a transition of pre-peak stress-stain relation from the approximately linear to nonlinear, and a transition of Poisson’s ratio from the positive (lateral extension) to negative (lateral contraction). Our UDEC-CHGBM reproduced these experimental phenomena with reasonable accuracy. With increasing strain rates, the peak stress and modulus increase in a power law manner. The dynamic increase factors of the peak stress and modulus also increase with enhancing thermal-damaged degrees. Due to the thermal damage, the grain contact increased in the maximum allowable closure, thus enhancing compression-hardening capacity and nonlinear characteristics, resulting in a promotion of the rate effect. Lateral contraction deformation can reduce the proportion and magnitude of the tensile stress within the sample, and inhibit intergranular microcracking. The NPR effect depends on both the degree of thermal damage and strain rate. We shed light on the synergistic effects of the rate and NPR on macro- to micromechanical behaviors of thermal-damaged rocks.

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利用基于晶粒的模型研究热损伤结晶岩的压缩力学行为的速率和负泊松比效应
岩石通常会对机械行为产生速率效应,并在受到热破坏后表现出负泊松比(NPR)效应。然而,迄今为止,它们在力学行为中的综合作用尚未得到阐明。本研究利用通用离散元素代码 (UDEC) 实现的基于压缩硬化晶粒的模型 (CHGBM),从微观力学角度探讨了速率和负泊松比效应对热损伤岩石抗压行为的影响。对原始、中度和高度热损伤的随州花岗岩样品进行了无约束压缩试验,以校准 UDEC-CHGBM。随着原状热损伤的发展,岩样的峰值应力和模量逐渐减小,峰前应力-模量关系由近似线性向非线性转变,泊松比由正(侧向扩展)向负(侧向收缩)转变。我们的 UDEC-CHGBM 以合理的精度再现了这些实验现象。随着应变速率的增加,峰值应力和模量以幂律方式增加。峰值应力和模量的动态增加因子也随着热损伤程度的增加而增加。由于热损伤,晶粒接触在最大允许闭合范围内增加,从而提高了压缩硬化能力和非线性特性,导致速率效应增强。侧向收缩变形可降低试样内部拉应力的比例和大小,抑制晶间微裂纹。NPR 效应取决于热损伤程度和应变速率。我们阐明了应变率和 NPR 对热损伤岩石宏观到微观力学行为的协同效应。
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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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