Alternative Strengthening Methods

Oct 13, 2025 by sorusgentrification.com 48 views

Alternative Strengthening Slopes on the Medan-Berastagi Road Section, Sugo Village KM 25+200

Introduction

The Medan-Berastagi road section, particularly in the Sugo Village KM 25+200, has been a subject of concern due to the need for slope reinforcement. The safety factor value obtained through the Final Project of the University of North Sumatra was 1,238, which is still less than the security benchmark of 1.5. To improve slope security, this research aims to explore three alternative reinforcement methods using the assistance of the Geoslope Program/W 2007. The goal is to increase the safety factor value to more than 1.5 and provide a sense of security for road users.

Background

The Medan-Berastagi road section is a critical transportation route that connects the city of Medan to the town of Berastagi. The road passes through various terrain types, including hills and mountains, which can be prone to landslides and slope instability. The Sugo Village KM 25+200 section is particularly vulnerable to slope failure due to the presence of loose soil and rock formations. The safety factor value obtained through the Final Project of the University of North Sumatra was 1,238, which indicates that the slope is still unstable and requires further reinforcement.

Methodology

This research uses the Geoslope Program/W 2007 to analyze and design effective solutions for slope reinforcement. The program is a widely used geotechnical analysis software that can simulate various slope reinforcement methods. The research plans to explore three alternative reinforcement methods, which are:

Alternative Strengthening 1: Two Sheet Piles The first alternative reinforcement method involves the use of two sheet piles as the main reinforcement. The results of the analysis show that the safety factor value reaches 2,155, which indicates that this reinforcement is very effective in maintaining slope stability.
Alternative Strengthening 2: Combination of Angkur and Sheet Pile The second alternative reinforcement method involves the combination of angkur and sheet pile. The analysis results show that the safety factor value of 1,801, although not as high as the first alternative, remains above the expected minimum value, making it a feasible option.
Alternative Strengthening 3: Combination of Sheet Pile and Mini Pile The third alternative reinforcement method involves the combination of sheet pile and mini pile. The analysis showed that the safety factor value reached 2,139, which indicates a high level of stability and safety.

Results and Discussion

The results of the analysis conducted in this research show that all planned alternative reinforcement methods can significantly increase slope security. Each alternative has its own advantages and disadvantages, which need to be further evaluated based on costs, durability, and environmental conditions at the location. The application of the right alternative reinforcement will not only maintain the stability of the slope but also provide a sense of security for road users.

Conclusion

This research highlights the importance of using appropriate geotechnical analysis software to plan an effective slope strengthening structure. Through careful modeling, it is expected to produce solutions that are not only safe but also efficient in terms of cost and time of project implementation. The results of this research can be used as a reference for future slope reinforcement projects, particularly in the Medan-Berastagi road section.

Recommendations

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

Use of Geoslope Program/W 2007: The Geoslope Program/W 2007 is a powerful geotechnical analysis software that can simulate various slope reinforcement methods. Its use is recommended for future slope reinforcement projects.
Alternative Strengthening Methods: The three alternative reinforcement methods explored in this research are effective in increasing slope security. Further evaluation of these methods based on costs, durability, and environmental conditions is recommended.
Careful Modeling: Careful modeling is essential in producing solutions that are not only safe but also efficient in terms of cost and time of project implementation.

Future Research Directions

This research provides a foundation for future research in slope reinforcement. Some potential future research directions include:

Experimental Studies: Experimental studies can be conducted to validate the results of this research and provide further insights into the behavior of slope reinforcement methods.
Case Studies: Case studies can be conducted to apply the results of this research to real-world slope reinforcement projects.
Development of New Slope Reinforcement Methods: New slope reinforcement methods can be developed and tested using the Geoslope Program/W 2007.

References

University of North Sumatra. (2020). Final Project Report: Slope Reinforcement on the Medan-Berastagi Road Section.
Geoslope International. (2007). Geoslope Program/W 2007 User Manual.
Plaxis. (2020). Plaxis 8.2D User Manual.
Frequently Asked Questions (FAQs) on Alternative Strengthening Slopes on the Medan-Berastagi Road Section, Sugo Village KM 25+200

Q: What is the purpose of this research? A: The purpose of this research is to explore alternative strengthening methods for the Medan-Berastagi road section, particularly in the Sugo Village KM 25+200, to improve slope security and provide a sense of security for road users.

Q: What are the three alternative strengthening methods explored in this research? A: The three alternative strengthening methods explored in this research are:

Alternative Strengthening 1: Two Sheet Piles
Alternative Strengthening 2: Combination of Angkur and Sheet Pile
Alternative Strengthening 3: Combination of Sheet Pile and Mini Pile

Q: What is the safety factor value obtained through the Final Project of the University of North Sumatra? A: The safety factor value obtained through the Final Project of the University of North Sumatra was 1,238, which is still less than the security benchmark of 1.5.

Q: What is the Geoslope Program/W 2007? A: The Geoslope Program/W 2007 is a widely used geotechnical analysis software that can simulate various slope reinforcement methods.

Q: What are the advantages and disadvantages of each alternative strengthening method? A: Each alternative strengthening method has its own advantages and disadvantages, which need to be further evaluated based on costs, durability, and environmental conditions at the location.

Q: What is the expected outcome of this research? A: The expected outcome of this research is to provide effective solutions for slope reinforcement that are not only safe but also efficient in terms of cost and time of project implementation.

Q: What are the potential future research directions? A: Some potential future research directions include:

Experimental Studies: Experimental studies can be conducted to validate the results of this research and provide further insights into the behavior of slope reinforcement methods.
Case Studies: Case studies can be conducted to apply the results of this research to real-world slope reinforcement projects.
Development of New Slope Reinforcement Methods: New slope reinforcement methods can be developed and tested using the Geoslope Program/W 2007.

Q: What are the implications of this research for future slope reinforcement projects? A: The results of this research can be used as a reference for future slope reinforcement projects, particularly in the Medan-Berastagi road section.

Q: What are the limitations of this research? A: The limitations of this research include the use of a single geotechnical analysis software and the assumption of a specific slope geometry.

Q: What are the recommendations for future research? A: The recommendations for future research include:

Use of Geoslope Program/W 2007: The Geoslope Program/W 2007 is a powerful geotechnical analysis software that can simulate various slope reinforcement methods.
Alternative Strengthening Methods: The three alternative strengthening methods explored in this research are effective in increasing slope security.
Careful Modeling: Careful modeling is essential in producing solutions that are not only safe but also efficient in terms of cost and time of project implementation.

Q: What are the potential applications of this research? A: The potential applications of this research include:

Slope Reinforcement: The results of this research can be used to design and implement effective slope reinforcement methods.
Geotechnical Engineering: The results of this research can be used to improve the design and analysis of geotechnical structures.
Civil Engineering: The results of this research can be used to improve the design and construction of civil engineering projects.