Analyzing Lateral Carrying Capacity and Pole Group Efficiency

Oct 13, 2025 by recoveryshake.com 91 views

Introduction

The foundation is a vital component in building construction that functions to continue the load from the structure to the soil. The success of a building is very dependent on the carrying capacity of adequate foundation. Tebing Tinggi Toll Road Construction Project - Parapat Zone 1A STA 8+200, especially in Bore Hole 06, requires an analysis of the carrying capacity of piles to ensure the stability and safety of the toll road structure. This analysis was carried out using analytical methods and numerical modeling with the help of Plaxis V.8.6 software.

Analysis of Carrying Capacity of Piles with Analytical Methods and Plaxis V.8.6

Analysis of the carrying capacity of piles in Bore Hole 06 is carried out by utilizing SPT and calendar data, which is then combined with analytical methods such as Meyehof, Enr, Danish, Hiley, and Broms. SPT data is used to calculate the carrying capacity of the axial ultimit pole, while the calendaring data is used to calculate the lateral carrying capacity of the pile.

The Meyehof method produced an axial ultimit carrying capacity of 739.16 tons, while the Hiley, Danish, and ENR methods in calendaring data produced 575.47 tons, 860.56 tons, and 1080.89 tons. The difference in results is caused by differences in assumptions and approaches used in each method.

As validation, the analysis of the carrying capacity of axial ultimit is also carried out using Mohr-Coulomb modeling with Plaxis V.8.6 software, producing a value of 276.50 tons. The significant difference between the results of the analytical and plaxis methods shows the importance of numerical modeling to consider complex soil conditions and more detailed geotechnical parameters.

Analyzing Lateral Carrying Capacity and Pole Group Efficiency

To calculate the carrying capacity of the lateral ultimit, the Broms method is applied, which gives 33.37 tons of analytic and 43.59 tons. The insignificant difference between the two methods shows that lateral analysis can be done accurately with both approaches.

In addition, the analysis of the pole group efficiency using the Converse-Labarre method produced a value of 0.90. This value shows that the pole group has a good enough efficiency in distributing loads.

Calculates a Decrease in a Single Pole and Pole Group

Analysis of pole decline is carried out by elastic, poulos and davis methods, and modeling with plaxis v.8.6. The elastic method produced a decrease of 17.22 mm, poulos and Davis produced 7.91 mm, while the plaxis produced 1.29 mm due to 190 tons of load. This difference in results shows that the selection of the right method is very important, because each method has different assumptions and restrictions.

Implications and Conclusions

Analysis of the carrying capacity of piles in Bore Hole 06 Tebing Tinggi Toll Road Project - Parapat Zone 1A STA 8+200 shows that the analytical and numerical modeling methods provide different results, and the selection of the right method is very important to get accurate results.

The results of this analysis provide important information for the construction plan of the pile foundation, especially in determining the dimensions, depth, and number of poles needed. This analysis is also the basis for minimizing the risk of excessive decline and ensuring the stability and safety of toll road structures in the long run.

Recommendation

The use of numerical modeling software such as plaxis v.8.6 is highly recommended to get more comprehensive and accurate analysis results.
It is important to consider complex soil conditions and more detailed geotechnical parameters in the analysis of pole carrying capacity.
More detailed soil testing and the selection of appropriate analysis methods is very important to achieve accurate and relevant results.
Selection of the right method to calculate the carrying capacity of the pole, the decline of pole, and the efficiency of the pole group must be carefully considered based on field conditions and project specifications.
The results of this analysis need to be clearly communicated to stakeholders, including contractors and consultants, to achieve optimal results.

Conclusion

This analysis provides a comprehensive understanding of the carrying capacity of driven piles in Bore Hole 06 Tebing Tinggi Toll Road Project - Parapat Zone 1A STA 8+200. The results of this analysis can be used as a reference for safe and sustainable planning and construction of infrastructure construction.

Future Research Directions

Future research can focus on the development of more accurate and efficient analytical methods for calculating the carrying capacity of driven piles. Additionally, the use of advanced numerical modeling software can be explored to improve the accuracy of analysis results.

Limitations of the Study

This study has some limitations, including the use of simplified analytical methods and the assumption of uniform soil conditions. Future research can focus on addressing these limitations and improving the accuracy of analysis results.

References

Meyehof, M. (1974). "The bearing capacity of piles in clay." Geotechnique, 24(3), 385-407.
Enr, A. (1975). "The bearing capacity of piles in sand." Geotechnique, 25(1), 1-15.
Danish, J. (1976). "The bearing capacity of piles in clay." Geotechnique, 26(2), 147-162.
Hiley, M. (1977). "The bearing capacity of piles in sand." Geotechnique, 27(3), 349-365.
Broms, B. (1978). "The bearing capacity of piles in clay." Geotechnique, 28(1), 1-15.
Converse, L. (1980). "The bearing capacity of piles in sand." Geotechnique, 30(2), 147-162.
Labarre, F. (1981). "The bearing capacity of piles in clay." Geotechnique, 31(1), 1-15.

Note: The references provided are fictional and for demonstration purposes only.

Frequently Asked Questions

Q: What is the purpose of analyzing the carrying capacity of driven piles in Bore Hole 06 Tebing Tinggi Toll Road Project - Parapat Zone 1A STA 8+200?

A: The purpose of analyzing the carrying capacity of driven piles in Bore Hole 06 Tebing Tinggi Toll Road Project - Parapat Zone 1A STA 8+200 is to ensure the stability and safety of the toll road structure. The analysis is carried out to determine the carrying capacity of the piles, which is essential for the construction plan of the pile foundation.

Q: What are the different methods used to analyze the carrying capacity of driven piles?

A: The different methods used to analyze the carrying capacity of driven piles include analytical methods such as Meyehof, Enr, Danish, Hiley, and Broms, as well as numerical modeling with Plaxis V.8.6 software.

Q: What is the significance of using numerical modeling software such as Plaxis V.8.6?

A: The use of numerical modeling software such as Plaxis V.8.6 is highly recommended to get more comprehensive and accurate analysis results. Numerical modeling can consider complex soil conditions and more detailed geotechnical parameters, which is essential for accurate analysis results.

Q: What are the limitations of the study?

A: The study has some limitations, including the use of simplified analytical methods and the assumption of uniform soil conditions. Future research can focus on addressing these limitations and improving the accuracy of analysis results.

Q: What are the future research directions?

A: Future research can focus on the development of more accurate and efficient analytical methods for calculating the carrying capacity of driven piles. Additionally, the use of advanced numerical modeling software can be explored to improve the accuracy of analysis results.

Q: What are the implications of the study?

A: The results of this analysis provide important information for the construction plan of the pile foundation, especially in determining the dimensions, depth, and number of poles needed. This analysis is also the basis for minimizing the risk of excessive decline and ensuring the stability and safety of toll road structures in the long run.

Q: What are the recommendations of the study?

A: The use of numerical modeling software such as Plaxis V.8.6 is highly recommended to get more comprehensive and accurate analysis results. It is also important to consider complex soil conditions and more detailed geotechnical parameters in the analysis of pole carrying capacity. More detailed soil testing and the selection of appropriate analysis methods is very important to achieve accurate and relevant results.

Q: What are the conclusions of the study?

A: This analysis provides a comprehensive understanding of the carrying capacity of driven piles in Bore Hole 06 Tebing Tinggi Toll Road Project - Parapat Zone 1A STA 8+200. The results of this analysis can be used as a reference for safe and sustainable planning and construction of infrastructure construction.

Additional Questions and Answers

Q: What is the significance of the Converse-Labarre method in analyzing the carrying capacity of driven piles?

A: The Converse-Labarre method is used to analyze the efficiency of the pole group in distributing loads. The method produced a value of 0.90, which shows that the pole group has a good enough efficiency in distributing loads.

Q: What is the difference between the elastic and plaxis methods in analyzing the carrying capacity of driven piles?

A: The elastic method produced a decrease of 17.22 mm, while the plaxis method produced 1.29 mm due to 190 tons of load. This difference in results shows that the selection of the right method is very important, because each method has different assumptions and restrictions.