Article Per Year (5 Year)
p-Index From 2020 - 2025
0.23
P-Index
This Author published in this journals
All Journal Jurnal Teknologi Berkelanjutan
askur, wahyu
Unknown Affiliation
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology Transportation

Published : 1 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 1 Documents
Search

 1 
Perancangan Desain Terowongan Pelimpah (Spillway) Bendungan Bulango Ulu Menggunakan Tabel Beggs askur, wahyu; Kadarningsih, Rahmani
Jurnal Teknologi Berkelanjutan Vol 14 No 01 (2025): Vol 14 No. 01
Publisher : Lambung Mangkurat University Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/jtb.v14i01.280

Abstract

A tunnel is a tunnel beneath the surface of a mountain or land with both ends open as an entry portal and an exit portal. Based on this, it is necessary to design the spillway tunnel using the Beggs Deformation Stress Table . The design of the spillway tunnel for the Bulango Ulu Dam was designed using a horseshoe shape, Shape B. The tunnel loading was calculated using 10 forms of loading, namely vertical rock pressure, normal horizontal rock pressure, earthquake horizontal rock pressure, horizontal water pressure, vertical water pressure, pressure due to its own weight, water pressure in the tunnel, uplift pressure, horizontal saturated rock pressure, vertical saturated rock pressure. The results of the load calculations are carried out by calculating load combinations with 10 combinations, namely normal conditions, earthquake conditions, normal filling conditions, earthquake filling conditions, normal operating conditions of a fully filled tunnel, earthquake operating conditions of a fully filled tunnel, normal operating conditions of a partially filled tunnel, earthquake operating conditions. the tunnel is partially filled, normal operating conditions the tunnel is empty, earthquake operating conditions the tunnel is empty. From the results of the load combination calculations, moment calculations were carried out using the Beggs Table . The maximum moment is selected for tunnel reinforcement calculations
Co-Authors Rahmani Kadarningsih