Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Deformation Mechanism of the Underground Excavations at the WIPP Site
Summary The deformational behavior of underground excavations in rock salt is difficult to predict because of the time-dependent properties of rock salt, and its response to many other parameters, which influence its behavior. To investigate the influence of important parameters such as time, temperature, geology, opening geometry, excavation sequence, and effects of the immediate roof layer on underground excavations in rock salt, deformation measurements from the Waste Isolation Pilot Plant (WIPP) were used.
Deformation Mechanism of the Underground Excavations at the WIPP Site
Summary The deformational behavior of underground excavations in rock salt is difficult to predict because of the time-dependent properties of rock salt, and its response to many other parameters, which influence its behavior. To investigate the influence of important parameters such as time, temperature, geology, opening geometry, excavation sequence, and effects of the immediate roof layer on underground excavations in rock salt, deformation measurements from the Waste Isolation Pilot Plant (WIPP) were used.
Deformation Mechanism of the Underground Excavations at the WIPP Site
Kwon, S. (Autor:in) / Wilson, J. W. (Autor:in)
Rock Mechanics and Rock Engineering ; 32 ; 101-122
01.05.1999
22 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Deformation Mechanism of the Underground Excavations at the WIPP Site
Online Contents | 1999
|Deformation Mechanism of the Underground Excavations at the WIPP Site
British Library Online Contents | 1999
|Effect of clay seams on the performance of WIPP excavations
British Library Conference Proceedings | 1995
|TIBKAT | 1973
|Underground excavations in rock
Elsevier | 1983
|