作为砂-膨润土混合物替代材料的大理石粉尘-膨润土的土工性能和微观分析

IF 1.7 Q3 ENGINEERING, GEOLOGICAL
A. K. Jain, A. Jha, Ayush Kumar, Mohammad Shabib Akhtar
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引用次数: 0

摘要

目前的工作旨在研究大理石粉尘(即作为大理石工业副产品获得的废料)作为沙子替代品的潜力,以实现其作为地质材料可能使用的所需岩土性能。因此,在大理石粉尘(MD)中加入大量的膨润土(B)含量(高达95%),以检测其岩土性能[即阿特伯格极限、自由膨胀指数、压实特性、加州承载比(CBR)、无侧限抗压强度(UCS)和抗剪强度]。通过验证砂(S)-膨润土(B)混合料的岩土力学特性,证实了MD-B混合料的有效性和潜力。结果表明,MD-B混合料的岩土力学性能与S-B混合料相当。然而,在MD和S中添加60%的B被观察到在达到最终CBR、UCS和抗剪强度值方面是最有利的。因此,MD可以作为一种替代膨润土砂的土工材料。此外,通过x射线衍射(XRD)、扫描电镜(SEM)、能量色散x射线光谱(EDAX)、傅里叶变换红外光谱(FTIR)和热分析(TA)等微观分析和物理化学分析来阐明结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Geotechnical properties and microanalyses of marble dust-bentonite as an alternative geomaterial of sand-bentonite mixes
ABSTRACT The present works have been aimed to investigate the potential of marble dust (i.e. a waste material obtained as a by-product from the marble industry) as a replacement of sand to achieve the desired geotechnical properties for its possible use as a geomaterial. Hence, marble dust (MD) is amended with a wide range of Bentonite (B) content (up to 95%) to examine the geotechnical properties [i.e. Atterberg’s limits, free swell indexes, compaction characteristics, California Bearing Ratio (CBR), Unconfined Compressive Strength (UCS), and shear strength]. The efficacy and potential of MD-B mixes are confirmed by validating the geotechnical properties of sand (S)-bentonite (B) mixes. Results revealed that the geotechnical properties of MD-B mixes are observed to be comparable with S-B mixes. However, the amendment of MD and S with 60% B has been observed to be most beneficial in terms of achieving the ultimate CBR, UCS, and shear strength values. Thus, it is concluded that MD can be used as an alternative geomaterial to the sand with bentonite. Further, microanalyses [X-ray Diffraction (XRD), Scanning Electron Microscope (SEM), Energy Dispersive X-ray Spectroscopy (EDAX), Fourier Transform Infrared Spectroscopy (FTIR) and Thermal Analysis (TA)] and physicochemical are performed to elucidate the results.
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来源期刊
CiteScore
3.80
自引率
0.00%
发文量
27
期刊介绍: Geomechanics is concerned with the application of the principle of mechanics to earth-materials (namely geo-material). Geoengineering covers a wide range of engineering disciplines related to geo-materials, such as foundation engineering, slope engineering, tunnelling, rock engineering, engineering geology and geo-environmental engineering. Geomechanics and Geoengineering is a major publication channel for research in the areas of soil and rock mechanics, geotechnical and geological engineering, engineering geology, geo-environmental engineering and all geo-material related engineering and science disciplines. The Journal provides an international forum for the exchange of innovative ideas, especially between researchers in Asia and the rest of the world.
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