Experimental Study on Anisotropic Deformation Behavior and Microstructure Evolution of Red-Bed Mudstone

IF 1.9 4区 工程技术 Q3 ENGINEERING, CIVIL KSCE Journal of Civil Engineering Pub Date : 2024-09-14 DOI:10.1007/s12205-024-0686-3
Zhishen Wang, Jiaotao Song, Enxi Qiu, Zhuang Peng, Mengfei Qu, Yong Li, Xusheng Wan, Zhongrui Yan, Jianguo Lu
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Abstract

A detailed exploration about the development of the microscopic behavior of red-bed mudstones and exploration of their anisotropic deformation mechanisms in-depth can help to optimize the improvement of red-bed subgrade. To discuss the effects of single immersion and dynamic wetting-drying cycles, the Aramis system was used to monitor the mudstone deformation, whose results were compared with results of conventional deformation tests; the patterns of moisture migration was analyzed. Variations in mineral compositions, particle orientation and pore characteristics during cycles were investigated. The results show that after encountering water, red-bed mudstones swelled in axial and shrank in radial; the swelling first started around the initial fissures. During wetting-drying cycles, the decrease of equivalent montmorillonite content leads to the weakening of water absorption capacity and deformation capacity of the red-bed mudstone from the sixth wetting-drying cycle; moisture migration causes a directional shift of mudstone particles towards the direction of moisture migration, which triggers anisotropy of the red-bed mudstone deformation; moreover, wetting-drying cycles lead to the increase of pores and fissures inside the red-bed mudstone, with a more complex morphology and the increase of scattered detrital particles, which are the main reasons for the continuous deformation of the red-bed mudstone.

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红床泥岩各向异性变形行为和微结构演化的实验研究
详细探讨红床泥岩的微观行为发展,深入探讨其各向异性的变形机制,有助于优化红床路基的改良。为了讨论单次浸泡和动态润湿-干燥循环的影响,采用 Aramis 系统监测泥岩变形,并将其结果与常规变形测试结果进行比较;分析了水分迁移的规律。研究了循环过程中矿物成分、颗粒取向和孔隙特征的变化。结果表明,红床泥岩遇水后轴向膨胀,径向收缩;膨胀首先开始于初始裂隙周围。在湿润-干燥循环过程中,当量蒙脱石含量的降低导致红床泥岩的吸水能力和变形能力从第六个湿润-干燥循环开始减弱;水分迁移导致泥岩颗粒向水分迁移方向定向移动,从而引发红床泥岩变形的各向异性;此外,湿-干循环导致红床泥岩内部孔隙和裂隙增加,形态更加复杂,散落的碎屑颗粒增多,这是红床泥岩连续变形的主要原因。
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来源期刊
KSCE Journal of Civil Engineering
KSCE Journal of Civil Engineering ENGINEERING, CIVIL-
CiteScore
4.00
自引率
9.10%
发文量
329
审稿时长
4.8 months
期刊介绍: The KSCE Journal of Civil Engineering is a technical bimonthly journal of the Korean Society of Civil Engineers. The journal reports original study results (both academic and practical) on past practices and present information in all civil engineering fields. The journal publishes original papers within the broad field of civil engineering, which includes, but are not limited to, the following: coastal and harbor engineering, construction management, environmental engineering, geotechnical engineering, highway engineering, hydraulic engineering, information technology, nuclear power engineering, railroad engineering, structural engineering, surveying and geo-spatial engineering, transportation engineering, tunnel engineering, and water resources and hydrologic engineering
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