Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Blasting rock tunnels under Pittsburgh residential district
Construction of 36 × 26 1/2 ft twin tunnel, 4225 ft long; holes for blasting drilled from three deck steel framed jumbos; explosives were Hercules 30 and 40% Gelatin Extra, in 1 1/4 by 8 in. Tamptite cartridges; 1.75 lb of dynamite to 1 cu yd of rock in solid were required; tunnel headings ventilated by fans of 54 in. diam each powered by 75-hp motor.
Blasting rock tunnels under Pittsburgh residential district
Construction of 36 × 26 1/2 ft twin tunnel, 4225 ft long; holes for blasting drilled from three deck steel framed jumbos; explosives were Hercules 30 and 40% Gelatin Extra, in 1 1/4 by 8 in. Tamptite cartridges; 1.75 lb of dynamite to 1 cu yd of rock in solid were required; tunnel headings ventilated by fans of 54 in. diam each powered by 75-hp motor.
Blasting rock tunnels under Pittsburgh residential district
Explosives Engr
Phinney, E.D. (Autor:in)
Explosives Engineer ; 28
1950
4 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Propagation Law of Cracks in Surrounding Rock of Different Shape Tunnels Under Adjacent Blasting
DOAJ | 2020
|Blasting excavation induced damage of surrounding rock masses in deep-buried tunnels
Online Contents | 2016
|Damage evolution mechanisms of rock in deep tunnels induced by cut blasting
British Library Online Contents | 2016
|Blasting excavation induced damage of surrounding rock masses in deep-buried tunnels
Springer Verlag | 2015
|Evaluation of Rock Vibration Generated in Blasting Excavation of Deep-buried Tunnels
Springer Verlag | 2017
|