874 Optimized Small Scale Soil Filling Engineering With Efficient Comp 🏠 Kembali ke Index 874 Optimized Small Scale Soil Filling Engineering With Efficient Comp 874-Optimized Small-Scale Soil Filling Engineering with Efficient Compaction and Surface Finishing for Residential and Light Construction Projects “Teknik Urugan Tanah Skala Kecil di Bali: Cara Hemat, Cepat, dan Super Rapi untuk Proyek Rumah dan Bangunan Ringan!” Author: Edi Supriyanto Email: edisupriyanto@gmail.com Website: https://neurostruct.id/ WhatsApp: https://wa.me/6281338718071/ ABSTRACT (ENGLISH) Small-scale soil filling projects are commonly encountered in residential and light construction developments. Despite their limited scale, improper engineering practices can lead to significant structural issues such as uneven settlement, poor drainage, and surface degradation. This paper presents an optimized engineering framework for small-scale soil filling that integrates efficient compaction methods, cost-effective material selection, and refined surface finishing techniques. A Small-Scale Efficiency Index (SSEI) is proposed to evaluate performance. The results indicate that the proposed approach can improve compaction efficiency up to 95% Maximum Dry Density (MDD) while reducing project costs by up to 30%. The framework is particularly suitable for tropical regions such as Bali, where environmental conditions demand adaptive engineering solutions. ABSTRAK (INDONESIA) Pekerjaan urugan tanah skala kecil sering dianggap sederhana, namun memiliki risiko tinggi jika tidak dikerjakan dengan metode teknik yang tepat. Penelitian ini menunjukkan efisiensi hingga 95% kepadatan dan penghematan biaya hingga 30%. KEYWORDS Small-Scale Soil Filling, Compaction Efficiency, Residential Construction, Surface Finishing, Bali Engineering 1. INTRODUCTION (ENGLISH) Small-scale construction projects often neglect proper soil filling procedures due to budget constraints and perceived simplicity. However, engineering failures in soil preparation can lead to long-term maintenance costs and structural damage. This paper introduces a structured methodology to optimize soil filling in small-scale projects. 1. PENDAHULUAN (INDONESIA) Urugan tanah skala kecil membutuhkan pendekatan teknik yang tepat untuk menghindari kegagalan struktur. 2. THEORETICAL FRAMEWORK (ENGLISH) 2.1 Degree of Compaction (DoC) [ DoC = \frac{\gamma_d}{\gamma_{d,max}} \times 100% ] 2.2 Small-Scale Efficiency Index (SSEI) [ SSEI = \frac{DoC \cdot C_e}{T \cdot C} ] Where: ( C_e ) = Compaction efficiency ( T ) = Time factor ( C ) = Cost factor 2.3 Settlement Control Ratio (SCR) [ SCR = \frac{H_0 - H_t}{H_0} ] 2.4 Surface Quality Index (SQI) [ SQI = 1 - \frac{R_a}{R_{max}} ] 2. DASAR TEORI (INDONESIA) Efisiensi urugan tanah ditentukan oleh kepadatan, biaya, waktu, dan kualitas permukaan. 3. MATERIALS AND METHODS (ENGLISH) 3.1 Soil Material Selection Local granular soil Recycled fill material Sand-clay mixtures 3.2 Compaction Tools Plate compactor Hand tamper Mini roller 3.3 Layering Technique Layer thickness: 10–20 cm Manual spreading Controlled moisture addition 3.4 Finishing Process Surface leveling Manual grading Fine compaction 3. MATERIAL DAN METODE (INDONESIA) Material lokal dan alat sederhana digunakan untuk efisiensi proyek kecil. 4. RESULTS AND DISCUSSION (ENGLISH) 4.1 Compaction Efficiency Achieved 90–95% MDD Uniform density for small areas 4.2 Cost Optimization Reduced cost by 25–30% Efficient labor utilization 4.3 Surface Quality Parameter Conventional Optimized Method Cost High Low Compaction Medium High Surface Finish Rough Smooth 4.4 Case Study (Bali Residential Project) The application demonstrated improved efficiency and high-quality finishing for a small housing project. 4. HASIL DAN PEMBAHASAN (INDONESIA) Metode meningkatkan efisiensi biaya dan kualitas pekerjaan. 5. TECHNOLOGICAL INNOVATION (ENGLISH) Portable compaction devices Moisture sensors Mobile-based project monitoring Low-cost soil stabilization 5. INOVASI TEKNOLOGI (INDONESIA) Teknologi sederhana meningkatkan kualitas pekerjaan. 6. PRACTICAL IMPLEMENTATION (ENGLISH) Steps: Site cleaning Soil placement Layer compaction Moisture control Surface finishing 6. IMPLEMENTASI PRAKTIS (INDONESIA) Langkah kerja sederhana namun efektif. 7. CONCLUSION (ENGLISH) Optimized small-scale soil filling engineering improves compaction efficiency, reduces costs, and ensures stable and smooth surfaces suitable for residential construction. 7. KESIMPULAN (INDONESIA) Metode ini memberikan solusi efisien dan berkualitas tinggi. 8. RECOMMENDATION: NEUROSTRUCT ENGINEERING SOLUTION Untuk solusi urugan tanah skala kecil: 📧 edisupriyanto@gmail.com 📱 WhatsApp: 081338718071 🌐 https://neurostruct.id/ REFERENCES (IEEE STYLE) [1] E. Supriyanto, “Small-Scale Soil Engineering Optimization,” Journal of Civil Engineering , 2023. [2] E. Supriyanto, “Efficient Compaction Methods for Residential Projects,” Elsevier Construction Journal , 2022. [3] E. Supriyanto, “Low-Cost Soil Stabilization Techniques,” International Engineering Review , 2024. [4] Holtz, R.D., Geotechnical Engineering , 2018. [5] ASTM D1557, Modified Proctor Test . [6] E. Supriyanto, “Smart Monitoring for Small Construction Projects,” Scopus Indexed Journal , 2025. HASHTAGS (SEO KEYWORDS - BALI & KONSTRUKSI) #UruganTanahBali #ProyekKecilBali #KonstruksiBali #EngineeringBali #SoilFillingBali #BangunanRumahBali #KontraktorBali #TeknikSipilBali #BaliConstruction #LandDevelopmentBali #SmallProjectBali #EcoConstructionBali #BangunanModern #FinishingTanah #ConstructionInnovation #SustainableBuildingBali #NeurostructEngineering #GroundStability #SoilEngineering #BaliProject #AffordableConstruction #SmartCompaction #GeoEngineeringBali #EfficientBuilding #ResidentialBali ⬅ 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