Microstructural Characterization of Alluvial Sand Containing Cohesive Soil Lumps During Loading and Inundating

IF 1.8 4区 工程技术 Q3 ENGINEERING, CIVIL International Journal of Civil Engineering Pub Date : 2024-05-14 DOI:10.1007/s40999-024-00974-1
Abhik Paul, Pradipta Chakrabortty
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Abstract

Cohesive soil, as soil lumps within the sand matrix of the Gangetic alluvial plain, exerts a significant influence on the dynamic properties of sand deposits, as extensively documented in prior research. This study aimed to describe the intricacies of microstructural changes and re-distribution of pore sizes resulting from the effects of loading and wetting. To gain a comprehensive understanding, microstructural characterization of Indo-Gangetic alluvial soil was performed using two advanced analytical techniques, mercury intrusion porosimetry and scanning electron microscopy. The collapse behavior of Sone river sand samples mixed with varying proportions of soil lumps was studied using a series of oedometer test. A decrease in the collapse potential (CP) trend was observed with each increase in the sand percentage. The CPs were estimated as 16.39% and 10.07% for alluvial sand containing 70% and 40% collapsible lumps, respectively. The micrographs and differentiation in pore morphology were used to describe the microstructural evolution of lump-sand mixture due to saturation and loading. This study highlights the pivotal role played by the collapsible soil lumps within the sand matrix. Initially, these lumps possess an open structure, characterized by cementation bonds that interconnect clay-coated silts and sand aggregates. However, these cemented bonds are susceptible to disintegration under the influences of loading and wetting, ultimately triggering collapse in the soil matrix. After the collapse, soil particle re-arrangement occurs, and the initial open structure in soil lumps transforms into a dense structure. Microstructural change is dependent on stress levels. With increasing stress levels, higher inter-aggregate pores or macro-pores evolve into small sized intra-aggregate pores or micro-pores. This study contributes to the literature by providing both qualitative and quantitative insights into soil collapse and valuable guidelines for comprehending the intricate microstructural alterations that occur within alluvial sand containing these unique lumps.

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含有粘性土块的冲积砂在加载和淹没过程中的微观结构表征
粘性土作为恒河冲积平原砂基质中的土块,对砂沉积物的动态特性具有重要影响,这在以往的研究中已有大量记载。本研究旨在描述加载和湿润效应导致的微观结构变化和孔隙大小重新分布的复杂性。为了获得全面的认识,研究人员采用了两种先进的分析技术--汞侵入孔隙模拟法和扫描电子显微镜,对印度-甘肃冲积土壤进行了微观结构表征。通过一系列土力计测试,研究了混有不同比例土块的索恩河沙样本的塌陷行为。随着砂比例的增加,坍塌势(CP)呈下降趋势。据估计,含有 70% 和 40% 塌陷块的冲积砂的塌陷势分别为 16.39% 和 10.07%。显微照片和孔隙形态的差异被用来描述块砂混合物在饱和与加载作用下的微观结构演变。这项研究强调了可塌陷土块在砂基质中的关键作用。最初,这些土块具有开放式结构,其特点是粘土包裹的淤泥和砂集料之间存在胶结键。然而,在荷载和湿润的影响下,这些胶结键很容易瓦解,最终引发土壤基质的坍塌。坍塌后,土壤颗粒发生重新排列,土块中最初的开放结构转变为致密结构。微观结构的变化取决于应力水平。随着应力水平的增加,较高的聚集间孔隙或大孔演变成较小的聚集内孔隙或微孔。这项研究提供了有关土壤塌陷的定性和定量见解,为理解包含这些独特块体的冲积砂中发生的错综复杂的微观结构变化提供了宝贵的指导原则,从而为相关文献做出了贡献。
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来源期刊
CiteScore
3.90
自引率
5.90%
发文量
83
审稿时长
15 months
期刊介绍: International Journal of Civil Engineering, The official publication of Iranian Society of Civil Engineering and Iran University of Science and Technology is devoted to original and interdisciplinary, peer-reviewed papers on research related to the broad spectrum of civil engineering with similar emphasis on all topics.The journal provides a forum for the International Civil Engineering Community to present and discuss matters of major interest e.g. new developments in civil regulations, The topics are included but are not necessarily restricted to :- Structures- Geotechnics- Transportation- Environment- Earthquakes- Water Resources- Construction Engineering and Management, and New Materials.
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