Predicting the extent of rock failure/loosening above underground excavations in massive and jointed rock

H Deng - 2000 - mspace.lib.umanitoba.ca
This study is primarily a numerical investigation into the geomechanical response and
deformation of two kinds of rock materials, massive and jointed rocks to excavation. Two …

[PDF][PDF] The author retains ownership of the copyright in this thesis. Neither the thesis nor substantial extracts fkom it may be printed or otherwise reproduced without the …

2000 - collectionscanada.gc.ca
This study is primarily a numencal investigation into the geomechanical response and
deforrnation of two kinds of rock materials, massive and jointed rocks to excavation. Two …

Predicting the extent of rock failure/loosening above underground excavations in massive and jointed rock

H Deng - 2000 - mspace.lib.umanitoba.ca
This study is primarily a numerical investigation into the geomechanical response and
deformation of two kinds of rock materials, massive and jointed rocks to excavation. Two …

Predicting the extent of rock failureloosening above underground excavations in massive and jointed rock.

H Deng - 2001 - library-archives.canada.ca
This study is primarily a numerical investigation into the geomechanical response and
deformation of two kinds of rock materials, massive and jointed rocks to excavation. Two …

[PDF][PDF] The author retains ownership of the copyright in this thesis. Neither the thesis nor substantial extracts fkom it may be printed or otherwise reproduced without the …

2000 - nlc-bnc.ca
This study is primarily a numencal investigation into the geomechanical response and
deforrnation of two kinds of rock materials, massive and jointed rocks to excavation. Two …

Predicting the extent of rock failureloosening above underground excavations in massive and jointed rock.

H Deng - 2000 - library-archives.canada.ca
This study is primarily a numerical investigation into the geomechanical response and
deformation of two kinds of rock materials, massive and jointed rocks to excavation. Two …