Understanding the carrying capacity of the pile foundation is essential to ensure the stability and safety of the structure

Oct 13, 2025 by recoveryshake.com 131 views

Analysis of Carrying Capacity of Pile Foundation Using Analytical Methods and Plaxis V 8.6 in Abutment 2 IC Sei Pamulutan STA 07+126 (Case Study on the Construction of the Free Road Palembang - Indralaya)

Introduction

The foundation is a crucial element in a building structure, as it functions to distribute the load from the structure above to the soil layer below. The success of a building is very dependent on the strength and stability of the foundation. In the context of the Palembang -Indralaya -Indralaya Freeway Development Project, especially in Abutment 2 IC Sei Pamulutan in Sta 07 + 126, the foundation chosen is the foundation of the pile, which is designed to operate at a depth of about 10 meters below the surface of the land, according to the characteristics of the land supporters. Understanding the carrying capacity of the pile foundation is essential to ensure the stability and safety of the structure.

Carrying Capacity of Pile Foundation

The carrying capacity of the pile foundation can be divided into two parts: the carrying capacity of the friction or friction pile, which depends on the interaction between the soil and the pole, as well as the carrying capacity of the pile or end-bearing pile, which depends on the carrying capacity given by the tip of the pole. In this project, the analysis of carrying capacity is carried out using SPT data (Standard Penetration Test), PDA (Pile Driving Analyzer) data, and calibration analysis assisted with Plaxis V. 8.6 software. The selection of the right method to calculate the carrying capacity is very important to ensure the accuracy of the results.

Results of Calculation

The results of the calculation of the axial carrying capacity of the pile using the element method up to Bore Hole 5 indicate a value of 438.58 tons at a depth of 27 meters. However, this result is far different compared to calculations based on SPT data which produces a value of 1567.12 tons. This significant difference shows the variation in the assumptions or parameters used in both methods. The results highlight the importance of verifying the results of different methods to obtain more comprehensive and accountable data.

Ultimit Lateral Resistance

In addition, ultimit lateral resistance in Bore Hole 5 calculated using the Broms method is 34.87 tons. The resulting elastic decrease, based on the analysis of the element method to the help of Plaxis V 8.6, recorded a figure of 19.23 mm due to a plan load of 173 tons. This decline is still within the expected tolerance limits to ensure that the building that is built does not experience structural problems in the future. The results demonstrate the importance of considering complex variables and soil-spread interactions in the analysis of carrying capacity.

Importance of Analytical Methods

In the context of this analysis, the selection of the right method to calculate the carrying capacity is very important. The element method up to, with its ability to consider complex variables and soil-spread interactions, is a relevant choice. However, it is also important to verify with the results of other methods such as SPT in order to obtain more comprehensive and accountable data. The use of analytical methods such as Plaxis V 8.6 is essential to support the planning and implementation of safe and sustainable infrastructure development projects.

Conclusion

Overall, this analysis shows the importance of a deep understanding of the interaction between the foundation and the surrounding land, as well as the need for appropriate analytical methods to support the planning and implementation of safe and sustainable infrastructure development projects. Further evaluation of the parameters used and the ratio between various methods will be very helpful in better decision making in this construction of this freeway. The results of this analysis can be used as a reference for future projects to ensure the stability and safety of the structure.

Recommendations

Based on the results of this analysis, the following recommendations can be made:

The use of analytical methods such as Plaxis V 8.6 is essential to support the planning and implementation of safe and sustainable infrastructure development projects.
The selection of the right method to calculate the carrying capacity is very important to ensure the accuracy of the results.
The results of different methods should be verified to obtain more comprehensive and accountable data.
Further evaluation of the parameters used and the ratio between various methods will be very helpful in better decision making in this construction of this freeway.

Future Research Directions

Future research directions can include:

The development of new analytical methods to improve the accuracy of carrying capacity calculations.
The use of advanced numerical methods to simulate the behavior of the pile foundation under different loading conditions.
The investigation of the effects of soil properties and pile geometry on the carrying capacity of the pile foundation.

Limitations of the Study

The limitations of this study include:

The use of simplified assumptions and parameters in the analysis.
The lack of consideration of other factors that may affect the carrying capacity of the pile foundation.
The limited scope of the study, which only focuses on the carrying capacity of the pile foundation in Abutment 2 IC Sei Pamulutan STA 07+126.

Conclusion

In conclusion, this analysis demonstrates the importance of understanding the carrying capacity of the pile foundation in the context of the Palembang -Indralaya -Indralaya Freeway Development Project. The results of this analysis can be used as a reference for future projects to ensure the stability and safety of the structure. The use of analytical methods such as Plaxis V 8.6 is essential to support the planning and implementation of safe and sustainable infrastructure development projects.
Q&A: Analysis of Carrying Capacity of Pile Foundation Using Analytical Methods and Plaxis V 8.6 in Abutment 2 IC Sei Pamulutan STA 07+126 (Case Study on the Construction of the Free Road Palembang - Indralaya)

Q: What is the importance of understanding the carrying capacity of the pile foundation?

A: The carrying capacity of the pile foundation is essential to ensure the stability and safety of the structure. A deep understanding of the interaction between the foundation and the surrounding land is crucial to prevent structural problems in the future.

Q: What are the two parts of the carrying capacity of the pile foundation?

A: The carrying capacity of the pile foundation can be divided into two parts: the carrying capacity of the friction or friction pile, which depends on the interaction between the soil and the pole, and the carrying capacity of the pile or end-bearing pile, which depends on the carrying capacity given by the tip of the pole.

Q: What methods were used to analyze the carrying capacity of the pile foundation in this study?

A: The analysis of carrying capacity was carried out using SPT data (Standard Penetration Test), PDA (Pile Driving Analyzer) data, and calibration analysis assisted with Plaxis V. 8.6 software.

Q: What were the results of the calculation of the axial carrying capacity of the pile using the element method?

A: The results of the calculation of the axial carrying capacity of the pile using the element method up to Bore Hole 5 indicate a value of 438.58 tons at a depth of 27 meters.

Q: What is the significance of the difference between the results of the element method and SPT data?

A: The significant difference between the results of the element method and SPT data shows the variation in the assumptions or parameters used in both methods. This highlights the importance of verifying the results of different methods to obtain more comprehensive and accountable data.

Q: What is the importance of considering complex variables and soil-spread interactions in the analysis of carrying capacity?

A: The use of analytical methods such as Plaxis V 8.6 is essential to support the planning and implementation of safe and sustainable infrastructure development projects. Considering complex variables and soil-spread interactions is crucial to ensure the accuracy of the results.

Q: What are the recommendations based on the results of this analysis?

A: The recommendations include:

The use of analytical methods such as Plaxis V 8.6 is essential to support the planning and implementation of safe and sustainable infrastructure development projects.
The selection of the right method to calculate the carrying capacity is very important to ensure the accuracy of the results.
The results of different methods should be verified to obtain more comprehensive and accountable data.
Further evaluation of the parameters used and the ratio between various methods will be very helpful in better decision making in this construction of this freeway.

Q: What are the future research directions based on this study?

A: The future research directions include:

The development of new analytical methods to improve the accuracy of carrying capacity calculations.
The use of advanced numerical methods to simulate the behavior of the pile foundation under different loading conditions.
The investigation of the effects of soil properties and pile geometry on the carrying capacity of the pile foundation.

Q: What are the limitations of this study?

A: The limitations of this study include:

The use of simplified assumptions and parameters in the analysis.
The lack of consideration of other factors that may affect the carrying capacity of the pile foundation.
The limited scope of the study, which only focuses on the carrying capacity of the pile foundation in Abutment 2 IC Sei Pamulutan STA 07+126.

Q: What is the conclusion of this study?

A: In conclusion, this analysis demonstrates the importance of understanding the carrying capacity of the pile foundation in the context of the Palembang -Indralaya -Indralaya Freeway Development Project. The results of this analysis can be used as a reference for future projects to ensure the stability and safety of the structure. The use of analytical methods such as Plaxis V 8.6 is essential to support the planning and implementation of safe and sustainable infrastructure development projects.