Carrying Capacity of Bored Pile Group

Oct 13, 2025 by recoveryshake.com 143 views

Analysis of Bored Pile Carrying Capacity with Analytical Methods and Plaxis Program V.8.6 on Pier 25 (Case Study of Jalan Rail Railway Jakarta - Bandung)

Introduction

The Jakarta-Bandung fast railroad is a significant infrastructure project on the island of Java, aiming to enhance community mobility. In the development of this project, the foundation plays a crucial role in distributing existing loads to the structure above it to the ground below. One type of foundation applied is Bored Pile, which is a suitable choice in this project. The selection of bored pile is not only considering technical aspects but also environmental impacts, where the use of bored pile is more environmentally friendly compared to the foundation of piles that can interfere with the surrounding area.

The Importance of Bored Pile in Infrastructure Projects

Bored pile is a type of deep foundation that is widely used in various infrastructure projects due to its ability to transfer loads from the superstructure to the subsoil. The selection of bored pile is crucial in ensuring the stability and safety of the structure. In the case of the Jakarta-Bandung fast railroad project, the use of bored pile is essential in supporting the heavy loads of the train and maintaining the structural integrity of the pier.

Objectives of the Study

The primary objective of this study is to analyze the axial carrying capacity of the bored pile foundation based on SPT data using the Reese and Wright methods, as well as the method of elements to the plaxis software. Lateral carrying capacity analysis will be carried out by the Broms method, as well as the calculation of the elastic decline in the pile and settlement of the pile group. The data used is secondary data obtained from PT. Wijaya Karya (Persero).

Methodology

The methodology used in this study involves the following steps:

Data Collection: Secondary data was obtained from PT. Wijaya Karya (Persero) for the analysis of bored pile carrying capacity.
SPT Data Analysis: SPT data was analyzed using the Reese and Wright methods to determine the axial carrying capacity of the bored pile.
PDA Test: PDA test results were used to determine the ultimate carrying capacity of the bored pile.
Plaxis Software: Plaxis software was used to analyze the carrying capacity of the bored pile using the method of elements.
Broms Method: The Broms method was used to analyze the lateral carrying capacity of the bored pile.
Converse-Labarre Method: The Converse-Labarre method was used to analyze the carrying capacity of the bored pile group.

Results and Analysis

The results of the analysis are presented below:

Axial Carrying Capacity: The axial carrying capacity of the bored pile was determined using the Reese and Wright methods, which produced a value of 1074.40 tons in the 16th drill hole with a depth of 38 meters. The results of the PDA test also showed the carrying capacity of the ultimate at the same depth of 964.02 tons, while the calculation with plaxis software produced a carrying capacity of 673.71 tons.
Lateral Carrying Capacity: The lateral carrying capacity of the bored pile was determined using the Broms method, which produced a value of 155.56 tons, while graphically is 157 tons.
Carrying Capacity of Bored Pile Group: The carrying capacity of the bored pile group was determined using the Converse-Labarre method, which produced a value of 7,989.42 tons.
Elastic Decline: The elastic decline produced for one pile is 4.98 mm, where for friction according to the poulos and davis methods is 0.86 mm and for the final pole is 2.38 mm.
Settlement: The settlement calculated by plaxis software reached 15.82 mm and the Pile group settlement was 13.73 mm.

Conclusion

The analysis of bored pile capacity in Pier 25 in the Jakarta-Bandung fast railroad project shows that the use of analytical methods and plaxis software can provide useful results for foundation planning. The calculation results show that bored pile is the right choice to support a safe and stable structure. Taking into account the value of axial and lateral carrying capacity and the resulting settlement, engineers can plan and implement this project more effectively, reduce risk, and maintain safety in construction.

Recommendations

Based on the results of this study, the following recommendations are made:

Use of Bored Pile: The use of bored pile is recommended for the foundation of the Jakarta-Bandung fast railroad project due to its ability to transfer loads from the superstructure to the subsoil.
Analytical Methods: The use of analytical methods and plaxis software is recommended for the analysis of bored pile carrying capacity to provide accurate results.
PDA Test: The PDA test is recommended for the determination of the ultimate carrying capacity of the bored pile.
Broms Method: The Broms method is recommended for the analysis of lateral carrying capacity of the bored pile.
Converse-Labarre Method: The Converse-Labarre method is recommended for the analysis of carrying capacity of the bored pile group.

Limitations of the Study

The limitations of this study are:

Secondary Data: The study used secondary data obtained from PT. Wijaya Karya (Persero), which may not be accurate or reliable.
Analytical Methods: The study used analytical methods and plaxis software, which may not be able to accurately represent the real-world behavior of the bored pile.
PDA Test: The PDA test was not conducted in this study, which may not provide accurate results for the ultimate carrying capacity of the bored pile.

Future Research Directions

The following future research directions are recommended:

Field Testing: Field testing should be conducted to validate the results of the analytical methods and plaxis software.
Full-Scale Model Testing: Full-scale model testing should be conducted to validate the results of the analytical methods and plaxis software.
Development of New Analytical Methods: New analytical methods should be developed to improve the accuracy of the results of the bored pile carrying capacity analysis.
Q&A: Analysis of Bored Pile Carrying Capacity with Analytical Methods and Plaxis Program V.8.6 on Pier 25 (Case Study of Jalan Rail Railway Jakarta - Bandung)

Introduction

In our previous article, we discussed the analysis of bored pile carrying capacity with analytical methods and Plaxis program V.8.6 on Pier 25 (Case Study of Jalan Rail Railway Jakarta - Bandung). In this article, we will answer some of the frequently asked questions related to the study.

Q: What is the purpose of the study?

A: The primary objective of this study is to analyze the axial carrying capacity of the bored pile foundation based on SPT data using the Reese and Wright methods, as well as the method of elements to the Plaxis software. Lateral carrying capacity analysis will be carried out by the Broms method, as well as the calculation of the elastic decline in the pile and settlement of the pile group.

Q: What are the benefits of using bored pile in infrastructure projects?

A: Bored pile is a type of deep foundation that is widely used in various infrastructure projects due to its ability to transfer loads from the superstructure to the subsoil. The use of bored pile is essential in ensuring the stability and safety of the structure.

Q: What are the limitations of the study?

A: The limitations of this study are:

Secondary Data: The study used secondary data obtained from PT. Wijaya Karya (Persero), which may not be accurate or reliable.
Analytical Methods: The study used analytical methods and Plaxis software, which may not be able to accurately represent the real-world behavior of the bored pile.
PDA Test: The PDA test was not conducted in this study, which may not provide accurate results for the ultimate carrying capacity of the bored pile.

Q: What are the recommendations of the study?

A: Based on the results of this study, the following recommendations are made:

Use of Bored Pile: The use of bored pile is recommended for the foundation of the Jakarta-Bandung fast railroad project due to its ability to transfer loads from the superstructure to the subsoil.
Analytical Methods: The use of analytical methods and Plaxis software is recommended for the analysis of bored pile carrying capacity to provide accurate results.
PDA Test: The PDA test is recommended for the determination of the ultimate carrying capacity of the bored pile.
Broms Method: The Broms method is recommended for the analysis of lateral carrying capacity of the bored pile.
Converse-Labarre Method: The Converse-Labarre method is recommended for the analysis of carrying capacity of the bored pile group.

Q: What are the future research directions?

A: The following future research directions are recommended:

Field Testing: Field testing should be conducted to validate the results of the analytical methods and Plaxis software.
Full-Scale Model Testing: Full-scale model testing should be conducted to validate the results of the analytical methods and Plaxis software.
Development of New Analytical Methods: New analytical methods should be developed to improve the accuracy of the results of the bored pile carrying capacity analysis.

Q: What are the implications of the study?

A: The study has implications for the design and construction of bored pile foundations in infrastructure projects. The results of the study can be used to improve the accuracy of the analysis of bored pile carrying capacity and to develop more efficient and cost-effective design methods.

Q: What are the limitations of the Plaxis software?

A: The Plaxis software is a powerful tool for the analysis of bored pile carrying capacity, but it has limitations. The software may not be able to accurately represent the real-world behavior of the bored pile, and it may not be able to handle complex geometries and loading conditions.

Q: What are the benefits of using the Plaxis software?

A: The Plaxis software is a powerful tool for the analysis of bored pile carrying capacity, and it has several benefits. The software can be used to improve the accuracy of the analysis of bored pile carrying capacity, and it can be used to develop more efficient and cost-effective design methods.

Q: What are the future developments of the Plaxis software?

A: The Plaxis software is constantly being developed and improved, and it has several future developments planned. The software will be able to handle more complex geometries and loading conditions, and it will be able to provide more accurate results for the analysis of bored pile carrying capacity.

Q: What are the implications of the study for the construction industry?

A: The study has implications for the construction industry, and it can be used to improve the accuracy of the analysis of bored pile carrying capacity and to develop more efficient and cost-effective design methods. The study can also be used to improve the safety and stability of structures, and it can be used to reduce the risk of failure and collapse.

Q: What are the limitations of the study for the construction industry?

A: The study has limitations for the construction industry, and it may not be able to accurately represent the real-world behavior of the bored pile. The study may also not be able to handle complex geometries and loading conditions, and it may not be able to provide accurate results for the analysis of bored pile carrying capacity.

Q: What are the future research directions for the construction industry?

A: The following future research directions are recommended for the construction industry:

Field Testing: Field testing should be conducted to validate the results of the analytical methods and Plaxis software.
Full-Scale Model Testing: Full-scale model testing should be conducted to validate the results of the analytical methods and Plaxis software.
Development of New Analytical Methods: New analytical methods should be developed to improve the accuracy of the results of the bored pile carrying capacity analysis.

Conclusion

In conclusion, the analysis of bored pile carrying capacity with analytical methods and Plaxis program V.8.6 on Pier 25 (Case Study of Jalan Rail Railway Jakarta - Bandung) has provided valuable insights into the behavior of bored piles under various loading conditions. The study has implications for the design and construction of bored pile foundations in infrastructure projects, and it can be used to improve the accuracy of the analysis of bored pile carrying capacity and to develop more efficient and cost-effective design methods.