Pile foundations are essential in major projects, effectively managing settlement and supporting heavy superstructure loads. In situations where loose sand or soft clay strata are encountered, rock socketed piles are often recommended. These piles extend into weathered or hard rock found deeper below ground level. The compression capacity of rock socketed piles is primarily determined by both end bearing and friction along the length of the socket. Notably, the friction contribution of the pile segment above the socket length is typically disregarded in this calculation. It’s important to emphasize that the geotechnical design outlined here focuses on a single pile’s performance. Other critical considerations such as serviceability criteria, structural pile capacity, and group effects must be evaluated separately as they may govern the overall design and performance requirements, beyond the scope of the geotechnical considerations for individual piles. The criteria for pile termination are crucial in defining the competent strata suitable for socketing the pile. These criteria are established based on the strength of the rock or soil, determined through comprehensive geotechnical investigations conducted in the project area. Developing standardized methods for pile termination criteria is essential to ensure consistency and reliability in field applications. Identifying the appropriate strata for terminating the pile is paramount for achieving its theoretical load-bearing capacity. The termination criteria hinge on the strength characteristics of the selected strata where socketing will occur, as well as the availability and suitability of on-site equipment such as rigs and chisels. The paper explores common theoretical criteria used for pile termination, which are tailored to the specific equipment available on-site and the characteristics of the subsoil strata encountered. Additionally, it emphasizes the importance of precise execution of pile termination on site to optimize performance. Furthermore, the paper discusses the consequences of ineffective pile termination through the analysis of three case studies. These case studies illustrate the potential challenges and impacts on project outcomes when pile termination is not executed effectively, underscoring the significance of adhering to robust termination criteria and procedures in pile foundation projects.