两种建筑低孔粗面岩和辉长岩的特性及耐久性试验研究

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2025-01-21 DOI:10.1007/s10064-025-04098-1
Zahra Mozafari, Mahsa Mohamad Khani Haji Khaje Loo, Roghayeh Zobeiri, Mohammad Reza Nikudel, Erfan Sadeghi
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引用次数: 0

摘要

可持续建筑的关键方面在很大程度上依赖于建筑石材的耐久性。在这项研究中,通过各种耐久性测试,包括盐结晶、冻融、干湿、耐酸、热冲击以及这些过程的组合,对两种低孔伊朗建筑石材(粗面岩和辉长岩)的耐久性进行了评估。为了监测这些蚀变试验的影响,采用了非破坏性方法,如比色法、饱和浮力技术和纵波速度测量,以及偏振显微镜、化学分析、物理和机械测试来了解石头的行为。通过48次循环测试样品的耐久性,以评估其电阻。对于每个耐久性试验,分别计算8、16、24、32、40和48个循环时的颜色变化、干重变化和纵波速度变化。结果表明,辉长岩以斜长石为主(占90%),其物理力学性能优于粗面岩。经过热冲击和风化过程组合循环试验的粗纤维岩样品和所有辉长岩样品的颜色变化都大于2(一眼就能感觉到)。这种变化的重要参数与表面盐晶体的风化、表面处理类型、可溶性剂和石矿物的降解有关。在盐结晶试验中观察到的粗叶鞘显著的干重变化(DWV)可归因于岩石孔隙内的盐结晶,其对内部结构施加压力,导致材料损失和降解加剧。然而,在辉长岩中,在所有耐久性试验中都可以观察到非常低的衰减。此外,粗纤维岩样品比辉长岩样品具有更高的DWV(更低的耐久性)。纵波速度变化(PWVV)减小表明辉长岩的纵波速度明显降低(⁓25%),而粗面岩的纵波速度没有明显的损失(< 5%)。
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An experimental study on the characterization and durability of two building low-porous trachyte and gabbro

The crucial aspect of sustainable construction relies heavily on the durability of the building stones. In this study, the durability of two low-porous Iranian building stones, trachyte and gabbro, was evaluated using various durability tests, including salt crystallization, freeze-thaw, wetting-drying, acid resistance, thermal shock, and combinations of these processes. To monitor the effects of these alteration tests, non-destructive methods such as colorimetry, saturation-buoyancy technique, and P-wave velocity measurement were employed, along with polarized microscopy, chemical analysis, and physical and mechanical testing to understand the behavior of the stones. The samples were tested for durability through 48 cycles to evaluate their resistance. For each durability test, the color variation, dry weight variation, and P-wave velocity variation were calculated at 8, 16, 24, 32, 40, and 48 cycles. Results show that the gabbro sample, mainly composed of plagioclase (> 90%), has better physical and mechanical behaviour than trachyte. The color change for trachyte samples exposed to thermal shock and combination cycles of weathering processes tests and all gabbro samples is higher than 2 (perceptible at a glance). The important parameters in this variation are related to the efflorescence of salt crystals on the surface, type of surface finishing, soluble agents, and degradation of stone minerals. The significant dry weight variation (DWV) observed in trachyte during the salt crystallization test can be attributed to the salt crystallization within the stone’s pores, which exert pressure on the internal structure, leading to material loss and increased degradation. However, in gabbro, a very low reduction is observable in all durability tests. Also, trachyte samples have higher DWV (lower durability) than gabbro samples. The P-wave velocity variation (PWVV) reduction shows a marked decrease (⁓25%) in P-wave velocity for gabbro, whereas trachyte showed no tangible loss (< 5%) in wave’s velocity.

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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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