A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Analysis of Shift Pile Foundation on Mall and Hotel Projects in Bontang, East Kalimantan
Indonesia has many areas dominated by clay soils. Including in Bontang city, East Kalimantan. This research focuses on malls and hotel projects located at that location. Regarding the construction in this project, there is a case of foundation pile shifting due to several factors, including the soil embankment factor. It 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, 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. It focuses on the Mall and Hotel project in Bontang, which is shifting pile due to additional loads such as soil embankment and driving machine pile. The two analyses will be compared and searched for the two piles’ lateral bearing capacity and can later improve the case or prevent similar cases in other projects. The main result is maximum lateral load (3.436 Ton), additional lateral loads (8.157 Ton), so the conclusion is the pile cannot hold the lateral loads.
Analysis of Shift Pile Foundation on Mall and Hotel Projects in Bontang, East Kalimantan
Indonesia has many areas dominated by clay soils. Including in Bontang city, East Kalimantan. This research focuses on malls and hotel projects located at that location. Regarding the construction in this project, there is a case of foundation pile shifting due to several factors, including the soil embankment factor. It 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, 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. It focuses on the Mall and Hotel project in Bontang, which is shifting pile due to additional loads such as soil embankment and driving machine pile. The two analyses will be compared and searched for the two piles’ lateral bearing capacity and can later improve the case or prevent similar cases in other projects. The main result is maximum lateral load (3.436 Ton), additional lateral loads (8.157 Ton), so the conclusion is the pile cannot hold the lateral loads.
Analysis of Shift Pile Foundation on Mall and Hotel Projects in Bontang, East Kalimantan
Lecture Notes in Civil Engineering
Lie, Han Ay (editor) / Sutrisna, Monty (editor) / Prasetijo, Joewono (editor) / Hadikusumo, Bonaventura H.W. (editor) / Putranto, Leksmono Suryo (editor) / Joshua, Nicholas (author) / Susilo, Alfred Jonathan (author)
2022-02-01
12 pages
Article/Chapter (Book)
Electronic Resource
English
Environmental Quality Impact Analysis of Settlements Bontang Kuala, East Kalimantan Province
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