加载与吸附的相互作用控制着碎屑岩和结晶岩的弹性变形

IF 4.6 1区 地球科学 Q1 GEOSCIENCES, MULTIDISCIPLINARY
Rui Wu, Hongpu Kang, Fuqiang Gao, Bing Qiuyi Li, Kerry Leith, Qinghua Lei, Gennady Y. Gor, Paul A. Selvadurai, Xiangyuan Peng, Shuangyong Dong, Ying Li
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引用次数: 0

摘要

岩石弹性随机械载荷和含水率的变化而变化。迄今为止的研究只单独检查了每种影响,尽管水分与孔壁的相互作用可能与机械应力相耦合。在这里,我们提供了在砂岩和花岗岩中收集的实验数据,同时控制循环加载以及环境湿度接近饱和蒸汽。吸附作用可使杨氏模量降低40%,当单轴应力从低于1 MPa增加到低于弹性极限时,杨氏模量降低10%。微观力学模型将颗粒尺度的接触刚度与孔隙尺度的蒸汽吸附联系起来,定量地捕捉了应力诱导的硬化和吸附诱导的软化。耦合行为被解释为吸附诱导的软化在较大的机械载荷下被抑制。研究结果表明,砂岩上覆层应力在3.3 ~ 10.6 MPa (140 ~ 450 m)之间,花岗岩上覆层应力在6 ~ 30.3 MPa (235 ~ 1200 m)之间,耦合效应最强。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Interplay of Loading and Adsorption Controls Elastic Deformation of Clastic and Crystalline Rocks

Interplay of Loading and Adsorption Controls Elastic Deformation of Clastic and Crystalline Rocks

Interplay of Loading and Adsorption Controls Elastic Deformation of Clastic and Crystalline Rocks

Interplay of Loading and Adsorption Controls Elastic Deformation of Clastic and Crystalline Rocks

Interplay of Loading and Adsorption Controls Elastic Deformation of Clastic and Crystalline Rocks

Rock elasticity varies with both mechanical loading and moisture content. Studies to date have only examined each effect independently, although moisture interactions with pore walls are likely coupled to mechanical stress. Here, we present experimental data specifically collected in sandstone and granite under simultaneous control of cyclic loading alongside ambient humidity approaching saturated vapor. Adsorption can account for 40% reduction in Young's modulus, which reduces to < ${< } $ 10% as uniaxial stress increases from below 1 MPa to below the elastic limit. The observation is explained by a micromechanical model linking grain-scale contact stiffness to pore-scale vapor adsorption, quantitatively capturing coupled stress-induced stiffening and adsorption-induced softening. The coupled behavior is interpreted as adsorption-induced softening becoming inhibited under greater mechanical loads. Our results suggest the coupled effects are strongest at overburden stresses between 3.3 and 10.6 MPa (140–450 m) in sandstone and 6–30.3 MPa (235–1,200 m) in granite.

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来源期刊
Geophysical Research Letters
Geophysical Research Letters 地学-地球科学综合
CiteScore
9.00
自引率
9.60%
发文量
1588
审稿时长
2.2 months
期刊介绍: Geophysical Research Letters (GRL) publishes high-impact, innovative, and timely research on major scientific advances in all the major geoscience disciplines. Papers are communications-length articles and should have broad and immediate implications in their discipline or across the geosciences. GRLmaintains the fastest turn-around of all high-impact publications in the geosciences and works closely with authors to ensure broad visibility of top papers.
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