Determination of the surface relaxivity of soft sediment using particle size and shape

IF 2.624
Nick J. Hol , Ismail Myouri , Claire Chassagne , Leo Pel
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引用次数: 0

Abstract

This study presents a method to determine surface relaxivity in soft sediments by combining one-dimensional Nuclear Magnetic Resonance (NMR) imaging with particle size and shape estimates. In order to determine the surface relaxivity up to now often methods like Mercury Intrusion Porosimetry or Brunauer–Emmett–Teller (BET) are used which where drying steps are involved which can alter material properties during analysis, particularly in highly deformable materials, making these techniques unreliable for soft soils. By combining NMR relaxometry and estimates of particle sizes and shapes of a soft soil, this new approach provides accurate, non-invasive surface relaxivity measurements. This method is demonstrated on kaolinite, glass beads, and natural soils, showing that this method supports detailed assessment of pore size distributions in soft sediments, benefiting geotechnical and environmental research where soil stability is critical.

Abstract Image

用颗粒大小和形状测定软沉积物的表面弛豫度
本研究提出了一种将一维核磁共振成像与颗粒大小和形状估计相结合的方法来确定软沉积物的表面弛豫度。到目前为止,为了确定表面松弛度,通常使用汞侵入孔隙法或布鲁诺尔-埃米特-泰勒(BET)等方法,这些方法涉及干燥步骤,在分析过程中会改变材料的特性,特别是在高度变形的材料中,使得这些技术对软土不可靠。通过结合核磁共振弛豫测量和软土颗粒大小和形状的估计,这种新方法提供了准确的,非侵入性的表面弛豫测量。该方法在高岭石、玻璃微珠和天然土壤中得到了验证,表明该方法支持对软质沉积物中孔隙大小分布的详细评估,有利于土壤稳定性至关重要的岩土工程和环境研究。
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CiteScore
1.90
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