MX80膨润土球团在吸控压缩条件下的破坏行为

IF 2.8 4区 环境科学与生态学 Q3 ENVIRONMENTAL SCIENCES
Jin-Wen Yang, Yu-Jun Cui, Nadia Mokni, Hao Wang
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引用次数: 0

摘要

为了研究MX80膨润土球团在混合料中的破坏行为,采用气相平衡技术(VET)进行了吸控腐蚀试验。在给定的垂直应力σv为0.1 MPa的条件下,将MX80膨润土颗粒/粉料混合物浸湿至不同的吸力(113 ~ 4.2 MPa),分步加载至不同的σv值(0.1、3.2和12.8 MPa),然后瞬间卸载。利用微计算机断层扫描(micro-CT)和压汞孔隙法(MIP)研究了颗粒的损伤行为,因为在高吸力下松散的膨润土混合物难以整体挤出。MIP结果表明,在润湿过程中(吸力减小)裂纹显著,而在加载过程中,由于吸力和加载的耦合作用,裂纹演化更为复杂。在高吸力(s≥57 MPa)下,加载过程中裂纹持续扩展,而在低吸力(4.2 MPa)下,裂纹持续闭合。在38 ~ 9 MPa的中间吸力范围内,裂纹在低应力范围(0.1 ~ 3.2 MPa)内扩展,在低应力范围(3.2 ~ 12.8 MPa)内闭合。此外,微ct图像显示,由于润湿始于球团的边缘区域,因此由于润湿,薄裂纹优先出现在球团的边缘区域。相比之下,加载主要在球团中产生扩展裂纹,裂纹从中心向边界扩展。基于试验结果,提出了一种损伤系数D来量化湿加载损伤。该系数定义为大孔体积与球团总体积之比。D随吸力的减小而增大。加载过程中,高吸力(s≥57 MPa)下D持续增加,而低吸力(4.2 MPa)下D持续增加。而在中等吸力(38 ~ 9 MPa)条件下,D在低应力水平下增大,在高应力水平下减小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Damage behaviour of MX80 bentonite pellet in mixture under suction-controlled oedometer compression

Damage behaviour of MX80 bentonite pellet in mixture under suction-controlled oedometer compression

In order to investigate the damage behaviour of MX80 bentonite pellet in mixture, suction-controlled oedometer tests were conducted using vapor equilibrium technique (VET). After wetted to different suctions (113 to 4.2 MPa) at a given vertical stress σv of 0.1 MPa, MX80 bentonite pellet/powder mixtures were loaded in steps till different σv values (0.1, 3.2 and 12.8 MPa), then instantaneously unloaded. The damage behaviour was studied on pellets using Micro-Computed Tomography (micro-CT) and Mercury Intrusion Porosimetry (MIP), due to the difficulty of extruding loose bentonite mixture as a whole at high suctions. MIP results showed that significant cracks occurred during wetting (suction decreasing), while cracking evolution during loading was more complex due to the coupled effects of suction and loading. At high suctions (s ≥ 57 MPa), cracks continuously propagated during loading, as opposed to the consistent crack closure at low suction (4.2 MPa). For intermediate suctions between 38 and 9 MPa, cracks propagated in the low stress range (0.1 to 3.2 MPa), while closed in the low stress range (3.2 to 12.8 MPa). In addition, micro-CT images revealed that due to wetting thin cracks preferentially occurred in the marginal area of pellets because wetting started from this area. By contrast, loading mainly generated extended cracks in pellets, which propagated from the centre to the border. Based on the experimental results, a damage coefficient D proposed to quantify the wetting- and loading-induced damage. This coefficient was defined as the ratio of the macro-pore volume to the total volume in pellet. It appears that D increased with the decrease of suction. During loading, D consistently increased at high suctions (s ≥ 57 MPa), as opposed to the lowest suction (4.2 MPa). However, at medium suctions (38 to 9 MPa), D increased at the low stress level, but decreased at the high stress level.

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来源期刊
Environmental Earth Sciences
Environmental Earth Sciences 环境科学-地球科学综合
CiteScore
5.10
自引率
3.60%
发文量
494
审稿时长
8.3 months
期刊介绍: Environmental Earth Sciences is an international multidisciplinary journal concerned with all aspects of interaction between humans, natural resources, ecosystems, special climates or unique geographic zones, and the earth: Water and soil contamination caused by waste management and disposal practices Environmental problems associated with transportation by land, air, or water Geological processes that may impact biosystems or humans Man-made or naturally occurring geological or hydrological hazards Environmental problems associated with the recovery of materials from the earth Environmental problems caused by extraction of minerals, coal, and ores, as well as oil and gas, water and alternative energy sources Environmental impacts of exploration and recultivation – Environmental impacts of hazardous materials Management of environmental data and information in data banks and information systems Dissemination of knowledge on techniques, methods, approaches and experiences to improve and remediate the environment In pursuit of these topics, the geoscientific disciplines are invited to contribute their knowledge and experience. Major disciplines include: hydrogeology, hydrochemistry, geochemistry, geophysics, engineering geology, remediation science, natural resources management, environmental climatology and biota, environmental geography, soil science and geomicrobiology.
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