A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Analysis of early creep closures in geomechanically connected underground rooms in salt
Results from a large scale mine-by in situ test in salt show that excavation strains induced from an initial room have a strong influence on subsequent near-by excavations. Geomechanically connected rooms also exhibit higher deformation rates, which are shown through calculation to be consistent with the most recent predictive analysis. 7 refs. 6 figs.
Analysis of early creep closures in geomechanically connected underground rooms in salt
Results from a large scale mine-by in situ test in salt show that excavation strains induced from an initial room have a strong influence on subsequent near-by excavations. Geomechanically connected rooms also exhibit higher deformation rates, which are shown through calculation to be consistent with the most recent predictive analysis. 7 refs. 6 figs.
Analysis of early creep closures in geomechanically connected underground rooms in salt
D. E. Munson (author) / R. L. Jones (author) / K. L. DeVries (author)
1991
18 pages
Report
No indication
English
Soil & Rock Mechanics , Geology & Geophysics , Mineral Industries , Creep , Salt Deposits , Alpha-Bearing Wastes , Continuous Miners , Deformation , Excavation , Experimental Data , Finite Element Method , Mining , Performance Testing , Prediction Equations , S Codes , Strain Hardening , Strains , Testing , Two-Dimensional Calculations , Underground Disposal , Underground Facilities , WIPP , Meetings , Tables(data) , Rock mechanics , EDB/052002 , EDB/580000
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