p-Index From 2021 - 2026
5.105
P-Index
This Author published in this journals
All Journal The Indonesian Journal of Business Administration Jurnal Teknik Sipil dan Perencanaan Jurnal Online Mahasiswa (JOM) Bidang Ilmu Sosial dan Ilmu Politik PHENOMENON STOMATOGNATIC- Jurnal Kedokteran Gigi Insisiva Dental Journal : Majalah Kedokteran Gigi Insisiva Phenomenon : Jurnal Pendidikan MIPA Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil JURNAL PROFESI KEGURUAN Pondasi Journal of Advanced Civil and Environmental Engineering Science and Physics Education Journal (SPEJ) Educatio Rang Teknik Journal BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Portal: Jurnal Teknik Sipil JURNAL INOVASI PENDIDIKAN MATEMATIKA (JIPM) Jurnal Sisfotek Global Budapest International Research and Critics Institute-Journal (BIRCI-Journal): Humanities and Social Sciences Jurnal Sosial dan Teknologi Jurnal Ilmiah Wahana Pendidikan Jurnal Locus Penelitian dan Pengabdian Journal of Student Development Informatics Management (JoSDIM) Edukasia: Jurnal Pendidikan dan Pembelajaran Public Administration Journal (PAJ) Journal of Law, Poliitic and Humanities Jurnal Manajemen dan Teknologi Rekayasa Jurnal Penelitian Rumpun Ilmu Teknik Innovative: Journal Of Social Science Research Jurnal Ilmiah Sultan Agung Science and Education Journal Justicia Journal JIeTri : Journal of Industrial Engineering Tridinanti Advance Sustainable Science, Engineering and Technology (ASSET) TechComp Innovations: Journal of Computer Science and Technology Societal Serve: Journal of Community Engagement and Services Journal of the Indonesian Mathematics Education Society
Claim Missing Document
Check
Articles

Found 1 Documents
Search
Journal : Journal of Advanced Civil and Environmental Engineering

Pile Capacity Analysis Using Hydraulic Static Pile Driver and Pile Driver Analysis Test Method on the Tuntang River Bridge Foundation, Grobogan Regency Al Mukarom, Su'udi; Rochim, Abdul; Astuti, Meilinda Dwi
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 8, No 1 (2025): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.8.1.32-46

Abstract

Abstract : Results of the analysis of the compressive pile capacity of the HSPD results with PDA-Test (CAPWAP) with The results of the pile capacity analysis using the PDA Test (CAPWAP) obtained an average value of Qult = 480 tons , while the results of the pile pressure capacity analysis using the HSPD Hydraulic Static Pile Driver obtained an average value of Qult = 250.17 Ton so that maximum load on a single pile with a load of Pmax = 225.78 tons / pile. Capacity analysis results from the interpretation value of the compressive pile capacity from the PDA-Test (CAPWAP) with HSPD Hydraulic Static Pile Driver Power support Pile Q ult = 392 Tons at a depth of 28 m from the top of the pile with a pile settlement value of 14.63 mm, so that pile able to support the maximum load on the pile and the settlement is still safe against Pmax settlement value 2.5 cm.