LITERATURE REVIEW: ANALYSIS OF SETTLEMENT COMPARISON BETWEEN THE REESE & O^NEILL METHOD AND LOAD TEST RESULTS Adhitya Utama Putra , Aksan Kawanda
Universitas Trisakti
Abstract
Foundation is an important element in supporting the stability of building structures. One common type of foundation used in construction design is the bored pile foundation. The evaluation of the foundation^s bearing capacity and pile settlement is essential to ensure the safety and efficiency of a structure, as excessive settlement can cause damage or even failure to the building. The selection of an appropriate method for determining the bearing capacity of the foundation must also be considered, as there is a relationship between the bearing capacity and the resulting pile settlement. Several previous studies have examined the comparison between analytical predictions and actual field load test results regarding settlement in bored pile foundations using various methods. Based on these studies, the Reese & O^Neill method has been found to be more reliable in analyzing the bearing capacity and settlement of piles compared to other methods. The application of this method can improve the efficiency of bored pile foundation design and enhance the accuracy of settlement predictions under field load testing.
