Other language title :
ﻣﺪلﺳﺎزي ﻓﯿﺰﯾﮑﯽ ﻓﺮآﯾﻨﺪ ﮔﺴﺘﺮش ﺗﺨﺮﯾﺐ و ﭘﺮوﻓﺎﯾﻞ ﻧﺎﺣﯿﻪ آﺳﯿﺐدﯾﺪه در ﭘﺸﺖ ﻃﺎق ﺗﺨﺮﯾﺐ
Title of article :
Physical Modelling of Caving Propagation Process and Damage Profile Ahead of Cave-Back
Author/Authors :
Heydarnori, Vahid School of Mining Engineering - College of Engineering - University of Tehran - Tehran, Iran , Khosravi, Mohammad Hoseain School of Mining Engineering - College of Engineering - University of Tehran - Tehran, Iran , Bahaaddini. Mojtaba Faculty of Engineering - Shahid Bahonar University of Kerman - Kerman, Iran
Abstract :
The cavability assessment of rock mass cavability and indicating the damage profile
ahead of a cave-back is of great importance in the evaluation of a caving mine
operation, which can influence all aspects of the mine operation. Due to the lack of
access to the caved zones, our current knowledge about the damage profile in caved
zones is very limited. Among the different approaches available, physical modelling
can provide a useful tool for assessment of the cave propagation and understanding the
cave-back mechanism. Despite the general belief of the continuous damage profile
ahead of a cave, the recent studies have shown a different mechanism of banding
fracture. In order to investigate the caving mechanism ahead of a cave, a base friction
apparatus is designed in this work. The base friction powder is used as the modelling
material for physical testing, where its strength properties is significantly dependent
on its unit weight. The effects of the material’s unit weight and the undercutting
process on the cavability and cave-back height are studied. The experimental results
undertaken in this research work clearly confirm the banding fracture mechanism in
the caved zone, rather than continuous yielding. The effect of the undercutting
sequence on the cave-back height is investigated through three different scenarios of
symmetric undercutting with a gradual increase in span, symmetric undercutting with
a sudden increase in span, and asymmetric undercutting. The results obtained show
that the ground deformation is significantly dependent on the undercutting sequence,
where choosing a greater undercutting span results in a faster cave propagation and
smaller accessible undercut spans.
Farsi abstract :
داﻧﺴﺘﻦ اﻃﻼﻋﺎت دﻗﯿﻖ از ﺗﺨﺮﯾﺐ ﭘﺬﯾﺮي ﮐﺎﻧﺴﻨﮓ و ﻫﻤﭽﻨﯿﻦ ﭼﮕﻮﻧﮕﯽ ﭘﯿﺸﺮﻓﺖ ﺗﺨﺮﯾﺐ در ﭘﺸﺖ ﻃﺎق ﺗﺨﺮﯾﺐ، در ﻣﻌﺎدن ﺗﺨﺮﯾﺒﯽ از اﻫﻤﯿﺖ ﺑﺴﯿﺎر ﺑﺎﻻﯾﯽ ﺑﺮﺧﻮردار اﺳﺖ ﺑﻪﮔﻮﻧﻪاي ﮐﻪ ﺗﻤﺎم وﺟﻮه ﻋﻤﻠﯿﺎت ﻣﻌﺪﻧﮑﺎري را ﺗﺤﺖاﻟﺸﻌﺎع ﻗﺮار ﻣﯽدﻫﺪ. ﺑﺎ ﺗﻮﺟﻪ ﺑﻪ ﻣﺸﮑﻼت دﺳﺘﺮﺳﯽ و اﺑﺰارﺑﻨﺪي دﻗﯿﻖ در ﭘﺸﺖ ﻃﺎق ﺗﺨﺮﯾﺐ، اﻃﻼﻋﺎت ﭼﻨﺪاﻧﯽ در ﻣﻮرد ﭼﮕﻮﻧﮕﯽ ﭘﯿﺸﺮﻓﺖ ﺗﺨﺮﯾﺐ و ﮔﺴﺘﺮش آن در اﻣﺘﺪاد ﮐﺎﻧﺴﻨﮓ در دﺳﺖ ﻧﯿﺴﺖ. در ﻣﯿﺎن ﺗﻤﺎﻣﯽ روشﻫﺎي ﻣﻮﺟﻮد ﺑﺮاي ﺑﺮرﺳﯽ ﮔﺴﺘﺮش ﺗﺨﺮﯾﺐ، ﻣﺪلﺳﺎزي ﻓﯿﺰﯾﮑﯽ روﺷﯽ اﺳﺖ ﮐﻪ ﻣﯽﺗﻮاﻧﺪ ﺑﻪﺧﻮﺑﯽ ﭼﮕﻮﻧﮕﯽ ﺷﺮوع، ﮔﺴﺘﺮش و ﻣﮑﺎﻧﯿﺴﻢ ﺗﺨﺮﯾﺐ را ﺑﻪ ﻧﻤﺎﯾﺶ ﺑﮕﺬارد. ﺑﺮﺧﻼف ﺗﺼﻮر ﭘﺬﯾﺮﻓﺘﻪﺷﺪه در ﺑﯿﻦ ﻋﻤﻮم ﻣﻌﺪﻧﮑﺎران در ﻣﻮرد ﭘﺮوﻓﺎﯾﻞ ﺷﮑﺴﺖ ﭘﯿﻮﺳﺘﻪ در ﻣﻌﺎدن ﺗﺨﺮﯾﺒﯽ، ﻣﻄﺎﻟﻌﺎت اﺧﯿﺮ ﻣﮑﺎﻧﯿﺴﻢ ﺟﺪﯾﺪي ﺑﻪ ﻧﺎم ﺷﮑﺴﺖ ﺑﺎﻧﺪي را ﻧﺸﺎن داده اﺳﺖ. در اﯾﻦ ﻧﻮﺷﺘﺎر ﺑﻪﻣﻨﻈﻮر ﺗﺤﻘﯿﻖ در ﭼﮕﻮﻧﮕﯽ ﮔﺴﺘﺮش ﺗﺨﺮﯾﺐ، دﺳﺘﮕﺎه ﻣﯿﺰ اﺻﻄﮑﺎك ﭘﺎﯾﻪ ﻃﺮاﺣﯽ ﺷﺪ و ﺑﻪﻣﻨﻈﻮر ﻣﺪلﺳﺎزي ﻓﯿﺰﯾﮑﯽ ﺑﺎ اﯾﻦ دﺳﺘﮕﺎه از ﻣﻮادي ﺑﻪ ﻧﺎم ﭘﻮدر ﭘﺎﯾﻪ ﮐﻪ ﺧﺼﻮﺻﯿﺎت ﻣﻘﺎوﻣﺘﯽ آن واﺑﺴﺘﻪ ﺑﻪ وزن ﻣﺨﺼﻮص اﯾﻦ ﻣﺎده اﺳﺖ، اﺳﺘﻔﺎده ﺷﺪ. اﺛﺮات وزن ﻣﺨﺼﻮص ﻣﻮاد و ﻫﻤﭽﻨﯿﻦ ﻓﺮآﯾﻨﺪ زﯾﺮ ﺑﺮي ﺑﺮ ﺗﺨﺮﯾﺐ ﭘﺬﯾﺮي و ﻫﻤﭽﻨﯿﻦ ﮔﺴﺘﺮش ﻃﺎق ﺗﺨﺮﯾﺐ ﺑﺮرﺳﯽ ﺷﺪ. ﻧﺘﺎﯾﺞ ﺗﺴﺖﻫﺎي ﻓﯿﺰﯾﮑﯽ، ﻣﮑﺎﻧﯿﺴﻢ ﺷﮑﺴﺖ ﺑﺎﻧﺪي را ﺑﻪﺟﺎي ﭘﺮوﻓﺎﯾﻞ ﺷﮑﺴﺖ ﭘﯿﻮﺳﺘﻪ ﺑﻪﺧﻮﺑﯽ ﻧﻤﺎﯾﺶ ﻣﯽدﻫﺪ. ﻫﻤﭽﻨﯿﻦ ﺗﺄﺛﯿﺮ ﻣﺮاﺣﻞ زﯾﺮ ﺑﺮي ﺑﺮ ارﺗﻔﺎع ﻃﺎق ﺗﺨﺮﯾﺐ در ﺳﻪ روش ﻣﺨﺘﻠﻒ زﯾﺮ ﺑﺮي ﻣﺘﻘﺎرن ﺑﺎ اﻓﺰاﯾﺶ ﺗﺪرﯾﺠﯽ دﻫﺎﻧﻪ، ﻣﺘﻘﺎرن ﺑﺎ دﻫﺎﻧﻪ ﯾﮑﺠﺎ و زﯾﺮ ﺑﺮي ﻏﯿﺮﻣﺘﻘﺎرن ﺑﺮرﺳﯽ ﺷﺪ ﮐﻪ ﻧﺘﺎﯾﺞ ﺣﺎﮐﯽ از آن ﺑﻮد ﮐﻪ ﺗﻐﯿﯿﺮ ﺷﮑﻞ در ﻣﺪل ﮐﺎﻣﻼً واﺑﺴﺘﻪ ﺑﻪ ﻣﺮاﺣﻞ زﯾﺮ ﺑﺮي اﺳﺖ و ﻫﺮﭼﻪ دﻫﺎﻧﻪ زﯾﺮ ﺑﺮش ﺑﺰرگﺗﺮ ﺑﺎﺷﺪ درﻧﺘﯿﺠﻪ ﻃﺎق ﺗﺨﺮﯾﺐ ﺳﺮﯾﻊﺗﺮ ﭘﯿﺸﺮوي ﻣﯽﮐﻨﺪ.
Keywords :
Physical modelling , Rock Bolt , Cave mining , Cavability assessment , Banding fracture
Journal title :
Journal of Mining and Environment