a School of Civil, Environmental and Architectural Engineering, Korea University, Anam-dong 5 Ga, Seoul, 136-713, South Korea
b School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, 30332-0355, USA
c Department of Civil, Urban, Earth, and Environmental Engineering, Ulsan National Institute of Science and Technology (UNIST), UNIST-gil 50, Ulju-gun, Ulsan, 44919, South Korea
2025, 17(4): 2511-2525. doi:10.1016/j.jrmge.2024.05.038
Received: 2024-01-06 / Revised: 2024-04-02 / Accepted: 2024-05-28 / Available online: 2024-09-06
2025, 17(4): 2511-2525.
doi:10.1016/j.jrmge.2024.05.038
Received: 2024-01-06
Revised: 2024-04-02
Accepted: 2024-05-28
Available online: 2024-09-06
Suffusion is the process defined as the migration of relatively small soil particles through the pores of a soil matrix composed of relatively large particles, driven by substantial hydrodynamic forces and weak attraction energies. This study investigates the influence of flow direction (upward and downward) on suffusion induced by interaction energies in sand-clay mixtures under both saturated and unsaturated conditions. The impact of clay mineralogy (kaolinite, illite, and montmorillonite), sand-grain size, and ionic concentration (IC) gradient were discussed based on the observed breakthrough curves (BTCs) and relative saturation rate (Sr) during injection (particularly for unsaturated conditions). Under saturated conditions, higher susceptibility to suffusion was observed in sand-kaolinite and sand-illite mixtures under downward flow compared to upward flow, whereas the suffusion of montmorillonite was more significant under upward flow than under downward flow. In contrast, for unsaturated conditions, more substantial suffusion of kaolinite and illite particles occurred under upward flow compared to downward flow, whereas the opposite trend was observed in sand-montmorillonite mixtures. In addition, the impact of sand-grain size (or the size ratio between sand and clay) on the suffusion of kaolinite and illite under unsaturated conditions suggests a reduced size ratio that leads to relatively significant suffusion under downward flow compared to upward flow. The findings presented in this study contribute to a comprehensive understanding of the influence of flow direction on suffusion in sand-clay mixtures under both saturated and unsaturated conditions.
Keywords: Suffusion, Breakthrough curve (BTC), Sand-clay mixture, Saturated soil, Unsaturated soil, Ionic concentration (IC), Flow direction, Clay mineralogy
Hangseok Choi
Prof. Hangseok Choi attained a Bachelor of Engineering degree and a Master of Engineering degree at the Department of Civil Engineering of Korea University in Seoul, Korea, in 1993 and 1995, respectively. Subsequently, he received a Master of Science degree and a PhD with specialty of geotechnical and geo-environmental engineering at the Department of Civil and Environmental Engineering of the University of Illinois at Urbana-Champaign (UIUC) in 2000 and 2002, respectively. Prof. Choi was an assistant professor in Department of Civil Engineering of University of Akron, USA, from 2004 to 2005. He has been a professor in School of Civil, Environmental, and Architectural Engineering at Korea University since 2005. He is a vice president of ITA (International Tunnelling and Underground Space Association) and a vice president of KTA (Korean Tunnelling and Underground Space Association). In addition, he serves as a member of various Korean Government Advisory committees such as Major Infrastructure Design Council of Ministry of Land, Infrastructure and Transport, and Presidential Advisory Council for National Science and Technology. Prof. Choi has delivered a number of invited lectures and presentations and published more than 130 peer-reviewed international journal papers in the field of geotechnical engineering and tunnelling/underground space. He is currently serving as the senior editor of KSCE Journal of Civil Engineering.