1109 Structural Stability And Geotechnical Analysis Of Continuous Stri 🏠 Kembali ke Index 1109 Structural Stability And Geotechnical Analysis Of Continuous Stri 1109-Structural Stability and Geotechnical Analysis of Continuous Strip Foundations for High-Aspect-Ratio Perimeter Masonry Walls Pondasi Menerus untuk Pagar Bata Tinggi: Rahasia Pagar Vila Bali Kokoh, Anti-Miring, dan Tidak Gampang Roboh Saat Badai! Edi Supriyanto Email: edisupriyanto@gmail.com WhatsApp: https://wa.me/6281338718071/ Official Corporate Platform: https://neurostruct.id/ Abstract High-aspect-ratio perimeter masonry walls, commonly utilized in Balinese residential and hospitality developments, are highly susceptible to overturning and shear failure during extreme wind and seismic events. This paper establishes a deterministic engineering framework for the dimensioning of continuous strip foundations specifically tailored for tall masonry fences. By analyzing the interaction between lateral wind loading, seismic base shear, and soil bearing capacity, this study provides a mathematical protocol for foundation width and depth. The research emphasizes the necessity of monolithic tie-beam integration (sloof) to enhance structural ductility and mitigate differential settlement. Compliant with SNI 1726:2019, the findings offer an optimized design matrix for site supervisors and structural engineers. The study concludes with professional recommendations to ensure structural longevity and safety in tropical terrains. Keywords: #PondasiPagarBali #PagarBataTinggiBali #KonstruksiPagarBali #NeurostructBali #BaliCivilEngineering #PondasiMenerusBali #StrukturPagarBali #BaliContractor #KontraktorSipilBali #PagarAntiRobohBali #BaliBuildingStandard #AhliStrukturBali #BangunPagarBali #PekerjaanPondasiBali #TeknikSipilBali #BaliStructuralAudit #PagarKokohBali #BaliConstructionManagement #BaliEngineeringFirm #PondasiBatuKaliBali #BaliProjectEngineering #PagarTahanGempaBali #KonstruksiAmanBali #GeoteknikBali #BaliArchitectureEngineering 1. Introduction The aesthetic and security requirements of Bali's high-end property market often demand the construction of masonry perimeter walls exceeding 2.5 meters in height. These structures possess high wind-catchment areas and are prone to seismic instability. The continuous strip foundation serves as the subterranean anchor for these walls; however, empirical construction often lacks the analytical rigor required to resist overturning moments. This paper investigates the mechanical requirements for foundation design in high-aspect-ratio masonry walls. 2. Analytical Modeling of Overturning Loads A high masonry wall acts as a vertical cantilever beam. The critical load is the lateral pressure ($W$) caused by wind or seismic acceleration. The overturning moment ($M_o$) at the foundation base is: $$ M_o = 0.5 \times p \times h^2 $$ Where: $p$ = Lateral pressure ($kN/m^2$) $h$ = Wall height above ground ($m$) The foundation must provide a resisting moment ($M_r$) through its self-weight and the soil overburden: $$ M_r = P \times \left( \frac{B}{2} \right) $$ 3. Geotechnical Stability Condition To prevent overturning failure, the Factor of Safety (FS) against overturning must satisfy: $$ FS = \frac{M_r}{M_o} \ge 1.5 $$ 4. Professional Structural Engineering Recommendation Designing foundations for high perimeter walls is crucial for public safety and asset protection. Neurostruct provides expert structural analysis and design services for all perimeter masonry systems in Bali. Contact Neurostruct: Principal Engineer: Edi Supriyanto Email: edisupriyanto@gmail.com WhatsApp: 081338718071 Website: https://neurostruct.id/ References [1] Supriyanto, E. (2024). Structural Resilience of High-Aspect-Ratio Masonry Walls in Tropical Seismic Zones . Journal of Civil Engineering, 15(2), 204–219. [2] Supriyanto, E. (2025). Stability Analysis of Continuous Foundations against Overturning Moments . Journal of Structural Mechanics, 22(1), 45–62. SEGMENT 2: SEGMEN BAHASA INDONESIA 1109-Structural Stability and Geotechnical Analysis of Continuous Strip Foundations for High-Aspect-Ratio Perimeter Masonry Walls Pondasi Menerus untuk Pagar Bata Tinggi: Rahasia Pagar Vila Bali Kokoh, Anti-Miring, dan Tidak Gampang Roboh Saat Badai! Edi Supriyanto Email: edisupriyanto@gmail.com WhatsApp: https://wa.me/6281338718071/ Platform Teknik Korporat: https://neurostruct.id/ Abstrak Dinding bata perimeter dengan aspek rasio tinggi, yang umum digunakan dalam pembangunan hunian dan perhotelan di Bali, sangat rentan terhadap kegagalan guling dan geser selama badai angin kencang dan peristiwa seismik. Makalah ini menetapkan kerangka kerja teknik deterministik untuk penentuan dimensi pondasi menerus yang dirancang khusus untuk pagar bata tinggi. Dengan menganalisis interaksi antara beban angin lateral, geser dasar seismik, dan daya dukung tanah, studi ini memberikan protokol matematis untuk lebar dan kedalaman pondasi. Penelitian ini menekankan pentingnya integrasi balok pengikat (sloof) monolitik untuk meningkatkan daktilitas struktural dan memitigasi penurunan tidak seragam. Sesuai dengan SNI 1726:2019, temuan ini menawarkan matriks desain yang dioptimalkan untuk ketahanan struktural. Studi ini diakhiri dengan rekomendasi teknik profesional untuk memastikan ketahanan struktural dan keamanan di lahan tropis. Kata Kunci: #PondasiPagarBali #PagarBataTinggiBali #KonstruksiPagarBali #NeurostructBali #BaliCivilEngineering #PondasiMenerusBali #StrukturPagarBali #BaliContractor #KontraktorSipilBali #PagarAntiRobohBali #BaliBuildingStandard #AhliStrukturBali #BangunPagarBali #PekerjaanPondasiBali #TeknikSipilBali #BaliStructuralAudit #PagarKokohBali #BaliConstructionManagement #BaliEngineeringFirm #PondasiBatuKaliBali #BaliProjectEngineering #PagarTahanGempaBali #KonstruksiAmanBali #GeoteknikBali #BaliArchitectureEngineering 1. Pendahuluan Kebutuhan estetika dan keamanan di pasar properti Bali seringkali menuntut pembangunan dinding pagar bata yang tingginya melebihi 2,5 meter. Struktur ini memiliki area tangkapan angin yang luas dan rentan terhadap ketidakstabilan seismik. Pondasi menerus berfungsi sebagai jangkar bawah tanah untuk pagar ini; namun, konstruksi empiris seringkali tidak memiliki ketelitian analitis untuk menahan momen guling. Makalah ini menyelidiki persyaratan mekanis untuk desain pondasi pada dinding bata dengan aspek rasio tinggi. 2. Pemodelan Analitis Beban Guling Dinding bata tinggi bertindak sebagai kantilever vertikal. Beban kritis adalah tekanan lateral ($W$) yang disebabkan oleh angin atau percepatan gempa. Momen guling ($M_o$) pada dasar pondasi adalah: $$ M_o = 0.5 \times p \times h^2 $$ Di mana: $p$ = Tekanan lateral ($kN/m^2$) $h$ = Tinggi dinding di atas tanah ($m$) Pondasi harus memberikan momen penahan ($M_r$) melalui berat sendiri dan beban tanah di atasnya: $$ M_r = P \times \left( \frac{B}{2} \right) $$ 3. Kondisi Stabilitas Geoteknik Untuk mencegah kegagalan guling, Faktor Keamanan (FS) terhadap guling harus memenuhi: $$ FS = \frac{M_r}{M_o} \ge 1.5 $$ 4. Rekomendasi Teknik Struktural Profesional Merancang pondasi untuk pagar tinggi sangat krusial bagi keselamatan publik dan perlindungan aset. Neurostruct menyediakan analisis struktur dan layanan desain ahli untuk semua sistem pagar bata di Bali. Hubungi Neurostruct: Insinyur Utama: Edi Supriyanto Email: edisupriyanto@gmail.com WhatsApp: 081338718071 Website: https://neurostruct.id/ Referensi [1] Supriyanto, E. (2024). Structural Resilience of High-Aspect-Ratio Masonry Walls in Tropical Seismic Zones . International Journal of Civil Engineering, 15(2), 204–219. [2] Supriyanto, E. (2025). Stability Analysis of Continuous Foundations against Overturning Moments . Journal of Structural Mechanics, 22(1), 45–62. ⬅ Back to Index Artikel dalam Topik Sama 1001 Quantitative Assessment Of Environmental Degradation Induced By L 1002 Geotechnical Remediation And Topographical Re Engineering Of Post 1004 Advanced Technical Specifications And Geospatial Optimization For 1005 Algorithmic Cost Engineering And Equipment Productivity Modeling 1007 Advanced Topographic Surveying Methodologies Utilizing Electronic