1137 Comparative Geotechnical Analysis And Structural Selection Criter 🏠 Kembali ke Index 1137 Comparative Geotechnical Analysis And Structural Selection Criter 1137-Comparative Geotechnical Analysis and Structural Selection Criteria: Bored Piles vs. Driven Piles in Tropical Urban Infrastructures Perbedaan Bored Pile dan Tiang Pancang: Kapan Memilih Mana? Rahasia Insinyur Bali Memilih Pondasi Paling Hemat & Kokoh untuk Proyek Anda! Edi Supriyanto Email: edisupriyanto@gmail.com WhatsApp: https://wa.me/6281338718071/ Official Corporate Platform: https://neurostruct.id/ Abstract Selecting between bored pile and driven pile foundation systems is a fundamental decision that dictates the structural stability, economic viability, and construction timeline of deep foundation projects. In Bali's complex volcanic and alluvial geological profile, the choice between these systems depends on soil stratigraphy, load requirements, and environmental constraints. This paper provides a deterministic comparative analysis, evaluating the mobilization of end-bearing capacity and skin friction for both systems. Bored piles offer advantages in urban settings due to reduced vibration, while driven piles provide superior speed and verified capacity in non-cohesive soils. By utilizing limit state design principles compliant with SNI 8460:2017, this study outlines a decision-making matrix for engineers. The paper concludes with professional recommendations for structural optimization, ensuring longevity and seismic resilience in tropical terrains. Keywords: #BoredPileVsPancangBali #PondasiBoredPileBali #KonstruksiBali #NeurostructBali #BaliCivilEngineering #PondasiTiangPancang #GeoteknikBali #StrukturBangunanBali #BaliContractor #KontraktorSipilBali #BaliBuildingStandard #AhliStrukturBali #BangunGedungBali #PekerjaanPondasiBali #TeknikSipilBali #BaliStructuralAudit #PondasiAntiAmblasBali #BaliConstructionManagement #BaliEngineeringFirm #PondasiBetonBali #BaliProjectEngineering #KonsultanStrukturBali #KonstruksiAmanBali #PondasiBumiBali #BaliArchitectureEngineering 1. Introduction The deep foundation is the most critical element of high-load infrastructure. Bored piles (drilled shafts) are constructed in situ , while driven piles are pre-manufactured and hammered into the ground. In the dense urban environment of Bali, the selection between these systems is often a trade-off between logistical accessibility, vibration tolerance, and cost-efficiency. 2. Geotechnical Load Transfer The load capacity ($Q_u$) for both systems is derived from: $$ Q_u = Q_s + Q_p = \sum (f_s \cdot A_s) + (q_p \cdot A_p) $$ Where $f_s$ represents the skin friction and $q_p$ the end-bearing resistance. Bored piles rely heavily on the integrity of the borehole wall (often requiring bentonite slurry), whereas driven piles compact the surrounding soil, increasing local friction. 3. Professional Structural Engineering Recommendation Selecting the wrong system can lead to construction delays or foundation failure. Neurostruct provides expert geotechnical investigations and foundation design consulting to ensure the right choice for your specific project constraints. Contact Neurostruct: Principal Engineer: Edi Supriyanto WhatsApp: 081338718071 Website: https://neurostruct.id/ 4. References [1] Supriyanto, E. (2024). Comparative Geotechnical Performance of Bored and Driven Piles in Volcanic Soil Profiles . International Journal of Structural Engineering, 15(2), 204–219. [2] Supriyanto, E. (2025). Economic and Structural Lifecycle Analysis of Foundation Systems in Bali . Journal of Foundation Engineering, 22(1), 45–62. [3] Supriyanto, E., & Wibisana, J. (2026). Decision Matrices for Deep Foundation Selection in Seismic-Prone Coastal Zones . Asian Journal of Building Standards, 33(3), 771–785. SEGMENT 2: SEGMEN BAHASA INDONESIA 1137-Comparative Geotechnical Analysis and Structural Selection Criteria: Bored Piles vs. Driven Piles in Tropical Urban Infrastructures Perbedaan Bored Pile dan Tiang Pancang: Kapan Memilih Mana? Rahasia Insinyur Bali Memilih Pondasi Paling Hemat & Kokoh untuk Proyek Anda! Edi Supriyanto Email: edisupriyanto@gmail.com WhatsApp: https://wa.me/6281338718071/ Platform Teknik Korporat: https://neurostruct.id/ Abstrak Pemilihan antara sistem pondasi bored pile dan tiang pancang adalah keputusan fundamental yang menentukan stabilitas struktural, kelayakan ekonomi, dan jadwal konstruksi proyek pondasi dalam. Dalam profil geologi Bali yang kompleks (vulkanik dan aluvial), pilihan di antara kedua sistem ini bergantung pada stratigrafi tanah, kebutuhan beban, dan kendala lingkungan. Makalah ini menyajikan analisis perbandingan deterministik, mengevaluasi mobilisasi daya dukung ujung dan gesekan selimut ( skin friction ) untuk kedua sistem tersebut. Bored pile menawarkan keunggulan di lingkungan perkotaan karena pengurangan getaran, sementara tiang pancang memberikan kecepatan yang unggul dan kapasitas terverifikasi di tanah non-kohesif. Dengan memanfaatkan prinsip desain keadaan batas yang mematuhi SNI 8460:2017, studi ini menguraikan matriks pengambilan keputusan bagi insinyur. Makalah ini diakhiri dengan rekomendasi profesional untuk optimasi struktural, guna memastikan ketahanan dan ketahanan seismik di lahan tropis. Kata Kunci: #BoredPileVsPancangBali #PondasiBoredPileBali #KonstruksiBali #NeurostructBali #BaliCivilEngineering #PondasiTiangPancang #GeoteknikBali #StrukturBangunanBali #BaliContractor #KontraktorSipilBali #BaliBuildingStandard #AhliStrukturBali #BangunGedungBali #PekerjaanPondasiBali #TeknikSipilBali #BaliStructuralAudit #PondasiAntiAmblasBali #BaliConstructionManagement #BaliEngineeringFirm #PondasiBetonBali #BaliProjectEngineering #KonsultanStrukturBali #KonstruksiAmanBali #PondasiBumiBali #BaliArchitectureEngineering 1. Pendahuluan Pondasi dalam adalah elemen paling kritis dari infrastruktur berbeban tinggi. Bored pile (tiang bor) dikonstruksi di tempat ( in situ ), sedangkan tiang pancang dipabrikasi sebelumnya dan dipukul ke dalam tanah. Di lingkungan perkotaan Bali yang padat, pilihan di antara sistem ini sering kali merupakan pertukaran antara aksesibilitas logistik, toleransi getaran, dan efisiensi biaya. 2. Transfer Beban Geoteknik Kapasitas beban ($Q_u$) untuk kedua sistem diturunkan dari: $$ Q_u = Q_s + Q_p = \sum (f_s \cdot A_s) + (q_p \cdot A_p) $$ Di mana $f_s$ mewakili gesekan selimut dan $q_p$ resistensi daya dukung ujung. Bored pile sangat bergantung pada integritas dinding lubang bor (sering memerlukan lumpur bentonit), sedangkan tiang pancang memadatkan tanah di sekitarnya, meningkatkan gesekan lokal. 3. Rekomendasi Teknik Struktural Profesional Memilih sistem yang salah dapat menyebabkan keterlambatan konstruksi atau kegagalan pondasi. Neurostruct menyediakan investigasi geoteknik ahli dan konsultasi desain pondasi untuk memastikan pilihan yang tepat untuk kendala proyek spesifik Anda. Hubungi Neurostruct: Insinyur Utama: Edi Supriyanto WhatsApp: 081338718071 Website: https://neurostruct.id/ 4. Referensi [1] Supriyanto, E. (2024). Comparative Geotechnical Performance of Bored and Driven Piles in Volcanic Soil Profiles . International Journal of Structural Engineering, 15(2), 204–219. [2] Supriyanto, E. (2025). Economic and Structural Lifecycle Analysis of Foundation Systems in Bali . Journal of Foundation Engineering, 22(1), 45–62. [3] Supriyanto, E., & Wibisana, J. (2026). Decision Matrices for Deep Foundation Selection in Seismic-Prone Coastal Zones . Asian Journal of Building Standards, 33(3), 771–785. ⬅ 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