Download PDFOpen PDF in browserAnalysis of Shift Pile Foundation on Mall and Hotel Projects in Bontang, East KalimantanEasyChair Preprint 605810 pages•Date: July 13, 2021AbstractIndeed, Indonesia has many areas which are dominated by clay soils. Including in the city of Bontang, East Kalimantan. This research focuses on mall and hotel project located at that location. With regard to construction in this project there is a case of shifting of the foundation pile due to several factors, including the soil embakment factor which causes additional loads outside the design of the foundation pile and the clay soil type factor with high moisture content and plasticity, as well as the impact load factor caused by the driving machine foundation pile. So, in this study, an analysis of the foundation piles before and after the addition of the load was carried out using the p-y curve method to find the maximum lateral load. The two analyzes will be compared and searched for the lateral bearing capacity of the two piles and later can improve the case or prevent similar cases in other projects.Indeed, Indonesia has many areas which are dominated by clay soils. Including in the city of Bontang, East Kalimantan. This research focuses on mall and hotel project located at that location. With regard to construction in this project there is a case of shifting of the foundation pile due to several factors, including the soil embakment factor which causes additional loads outside the design of the foundation pile and the clay soil type factor with high moisture content and plasticity, as well as the impact load factor caused by the driving machine foundation pile. So, in this study, an analysis of the foundation piles before and after the addition of the load was carried out using the p-y curve method to find the maximum lateral load. The two analyzes will be compared and searched for the lateral bearing capacity of the two piles and later can improve the case or prevent similar cases in other projects. Keyphrases: additional lateral load, clay soil, high-plasticity, lateral load, shift pile
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