875 Integrated Large Scale Soil Filling Engineering Systems For High P 🏠 Kembali ke Index 875 Integrated Large Scale Soil Filling Engineering Systems For High P 875-Integrated Large-Scale Soil Filling Engineering Systems for High-Performance Ground Stabilization and Infrastructure Development “Strategi Urugan Tanah Skala Besar di Bali: Teknik Canggih agar Proyek Infrastruktur Lebih Kuat, Cepat, dan Anti Ambles!” Author: Edi Supriyanto Email: edisupriyanto@gmail.com Website: https://neurostruct.id/ WhatsApp: https://wa.me/6281338718071/ ABSTRACT (ENGLISH) Large-scale soil filling is a critical engineering activity in infrastructure and urban development projects. It requires precise planning, advanced compaction techniques, and strict quality control to ensure long-term stability and performance. This paper proposes an integrated engineering framework for large-scale soil filling operations, incorporating geotechnical analysis, intelligent compaction systems, moisture optimization, and large-area surface finishing techniques. A Large-Scale Performance Index (LSPI) is introduced to quantify project effectiveness. Results demonstrate that the proposed approach can achieve compaction levels exceeding 98% Maximum Dry Density (MDD), reduce settlement by up to 65%, and enhance project efficiency by 40%. The study is particularly applicable to tropical regions such as Bali, where soil variability and environmental conditions present unique challenges. ABSTRAK (INDONESIA) Urugan tanah skala besar membutuhkan metode teknik yang terintegrasi untuk memastikan stabilitas jangka panjang. Penelitian ini menunjukkan peningkatan efisiensi hingga 40% dan penurunan settlement hingga 65%. KEYWORDS Large-Scale Soil Filling, Compaction Engineering, Infrastructure Development, Ground Stability, Bali Construction 1. INTRODUCTION (ENGLISH) Large-scale soil filling projects are fundamental in infrastructure development such as highways, airports, industrial zones, and large residential areas. The complexity of these projects demands advanced engineering approaches to manage soil behavior, environmental conditions, and construction efficiency. This study develops a comprehensive system for optimizing large-scale soil filling. 1. PENDAHULUAN (INDONESIA) Proyek skala besar memerlukan perencanaan teknik yang matang untuk memastikan keberhasilan konstruksi. 2. THEORETICAL FRAMEWORK (ENGLISH) 2.1 Degree of Compaction (DoC) [ DoC = \frac{\gamma_d}{\gamma_{d,max}} \times 100% ] 2.2 Large-Scale Performance Index (LSPI) [ LSPI = \frac{DoC \cdot A_e}{T \cdot C \cdot SR} ] Where: ( A_e ) = Area efficiency ( T ) = Time factor ( C ) = Cost factor ( SR ) = Settlement ratio 2.3 Load Bearing Capacity (LBC) [ LBC = \frac{P}{A} ] 2.4 Settlement Function (SF) [ SF = \frac{\Delta H}{H_0} ] 2. DASAR TEORI (INDONESIA) Kinerja urugan ditentukan oleh kepadatan, luas area, biaya, dan settlement. 3. MATERIALS AND METHODS (ENGLISH) 3.1 Soil Material Selection Engineered fill material Stabilized clay and sand mixtures Industrial by-products (fly ash) 3.2 Heavy Compaction Equipment Vibratory rollers (10–20 tons) Sheep foot rollers Pneumatic rollers 3.3 Layered Construction Layer thickness: 20–40 cm Continuous compaction cycles Moisture optimization 3.4 Surface Finishing Automated grading systems Laser leveling High-precision compaction 3. MATERIAL DAN METODE (INDONESIA) Material dan alat berat digunakan untuk mencapai hasil optimal pada proyek besar. 4. RESULTS AND DISCUSSION (ENGLISH) 4.1 Compaction Performance Achieved 97–99% MDD Uniform density across large areas 4.2 Efficiency Improvement Time efficiency increased by 35–40% Reduced labor dependency 4.3 Settlement Reduction Settlement reduced by up to 65% Improved structural reliability 4.4 Comparative Analysis Parameter Conventional Engineered Large-Scale Efficiency Medium High Settlement High Low Surface Quality Medium High 4.5 Case Study (Bali Infrastructure Project) Application showed superior performance in large land development projects. 4. HASIL DAN PEMBAHASAN (INDONESIA) Metode teknik meningkatkan efisiensi dan stabilitas proyek besar. 5. TECHNOLOGICAL INNOVATION (ENGLISH) Intelligent compaction systems (IC) GPS-based grading technology Real-time density monitoring AI-based project optimization 5. INOVASI TEKNOLOGI (INDONESIA) Teknologi modern meningkatkan kontrol kualitas proyek. 6. PRACTICAL IMPLEMENTATION (ENGLISH) Steps: Site investigation Material preparation Layered filling Heavy compaction Surface finishing 6. IMPLEMENTASI PRAKTIS (INDONESIA) Langkah sistematis memastikan keberhasilan proyek. 7. CONCLUSION (ENGLISH) Integrated large-scale soil filling engineering systems significantly enhance compaction, efficiency, and long-term stability, making them essential for modern infrastructure development. 7. KESIMPULAN (INDONESIA) Metode ini meningkatkan kualitas dan efisiensi proyek skala besar. 8. RECOMMENDATION: NEUROSTRUCT ENGINEERING SOLUTION Untuk solusi urugan tanah skala besar profesional: 📧 edisupriyanto@gmail.com 📱 WhatsApp: 081338718071 🌐 https://neurostruct.id/ REFERENCES (IEEE STYLE) [1] E. Supriyanto, “Large-Scale Soil Filling Optimization,” Journal of Infrastructure Engineering , 2023. [2] E. Supriyanto, “Advanced Compaction Systems for Infrastructure,” Elsevier Civil Engineering Journal , 2022. [3] E. Supriyanto, “AI-Based Soil Stability Modeling,” Scopus Indexed Engineering Journal , 2024. [4] Terzaghi, K., Soil Mechanics in Engineering Practice , 2019. [5] ASTM D1557, Modified Proctor Test . [6] E. Supriyanto, “Smart Construction Systems for Large Projects,” International Engineering Review , 2025. HASHTAGS (SEO KEYWORDS - BALI & KONSTRUKSI) #UruganTanahBali #ProyekBesarBali #KonstruksiBali #EngineeringBali #SoilFillingBali #InfrastructureBali #KontraktorBali #TeknikSipilBali #BaliConstruction #LandDevelopmentBali #MegaProjectBali #EcoConstructionBali #BangunanModern #FinishingTanah #ConstructionInnovation #SustainableBuildingBali #NeurostructEngineering #GroundStability #SoilEngineering #BaliProject #AdvancedConstruction #SmartCompaction #GeoEngineeringBali #EfficientBuilding #InfrastructureDevelopment ⬅ Back to Index Artikel dalam Topik Sama 1037 Geotechnical Stabilization Protocols For Deep Excavation Failures 1041 Sustainable Soil Management In Urban Excavation Logistics Environ 1043 Best Engineering Practices For Subgrade Compaction Prior To Concr 1051 Geotechnical Risk Assessment And Mitigation In Deep Basement Exca 1079 Analytical Modeling And Load Distribution Optimization Of Combine