## 1 Introduction  
In geotechnical engineering, soil liquefaction is a critical phenomenon that occurs when saturated or partially saturated soil loses its strength and stiffness, causing it to behave like a liquid during an earthquake or other rapid loading conditions. Therefore, evaluating the resistance of soil to liquefaction is essential for ensuring the safety of infrastructures. [1]. Significant research and studies on liquefaction have been conducted over the past decade, highlighting the significance of understanding this phenomenon [2; 3; 4; 5; 6]. When the pore-water pressure in a granular material increases and the effective stress decreases, the material changes from a solid to a liquid state [7]. Typically, this occurs in loose to moderately dense granular soils with inadequate drainage such as sands and gravels. During seismic shaking, the ground undergoes significant movements that cause the rearrangement of soil particles and the collapse of pore spaces, leading to an increase in pore water pressure. This decreases the effective tension between soil particles, weakens the soil's overall structure, and causes the soil to liquefy and flow. During seismic events, the increase in pore water pressure decreases the effective stress, making the soil even more susceptible to liquefaction [1]. In recent years, there have been numerous instances in which liquefaction events have caused significant structural damage. For instance, the 2011 Christchurch, New Zealand, earthquake was a catastrophic event that caused widespread liquefaction-induced damage to numerous buildings [8]. This included residential, commercial, and public buildings, which suffered varying degrees of structural damage due to liquefaction. Similarly, the Loma Prieta earthquake in 1989 [9], the Tohoku earthquake and tsunami in 2011 [10], and the Niigata-Chuetsu earthquake in 2004 [11] were other notable events where liquefaction caused damage to structures. In addition, understanding liquefaction enables geotechnical engineers to develop innovative mitigation procedures that reduce the risk of liquefaction-induced damage [12], such as techniques for ground improvement such as soil stabilization [13; 14; 15]. When sufficient data are available, geotechnical engineers can create susceptibility maps and conduct hazard assessments [16; 17] to identify areas with a higher liquefaction risk. Geotechnical engineering is a complex field that requires a thorough understanding of the soil and geological conditions at a given site. To determine the susceptibility of a site to liquefaction, a comprehensive site investigation is a crucial first step. This investigation requires the drilling of boreholes, such as the Standard Penetration Test (SPT) [18], and the collection of soil samples for laboratory analysis to determine the physical and engineering properties of the soil. These properties include grain size distribution, moisture content, density, shear strength, and consolidation characteristics, among others, which are critical in assessing the site's liquefaction susceptibility. Typically, the results of the site investigation are documented in geotechnical reports that are unique to each project and contain vital information on the soil and other relevant factors. However, it has been observed that after the completion of a construction project, many of these reports are frequently stored unused. These unused reports have the potential to provide valuable information when collected, consolidated, and integrated to identify potential challenges, such as liquefaction, which may not be evident in a single report [19]. The development of fundamental soil testing techniques, such as visual inspection and manual testing, in the eighteenth century paved the way for significant advancements in geotechnical engineering. The construction of foundations in challenging soils, such as soft clay, sand, and rock, was one such area of advancement [20].