Tunnel excavation method
The invention relates to the technical field of tunnel construction, in particular to a tunnel excavation method. The tunnel excavation method comprises the steps that the rock mass strength of a tunnel face is detected; value and direction of ground stress in front of the tunnel face are monitored,...
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creator | ZHANG XUZHEN LI HUI HE WEI LI JUN YANG MUGAO WANG XINDONG LI GUOLIANG QU XIAOWEI |
description | The invention relates to the technical field of tunnel construction, in particular to a tunnel excavation method. The tunnel excavation method comprises the steps that the rock mass strength of a tunnel face is detected; value and direction of ground stress in front of the tunnel face are monitored, so that an occurrence condition and an occurrence position of rockburst are pre-judged; drilling iscarried out on the tunnel face to form pre-drilled holes, and the pre-drilled holes are located at an excavation contour line of the tunnel face; the pre-drilled holes are filled with explosives, andlocal blasting is carried out on the pre-drilled holes, so that a plurality of cracks extending out of the excavation contour line are formed around the pre-drilled holes; water is injected into thepre-drilled holes, and the water injection pressure is adjusted according to the surrounding rock strength of the tunnel face, so that water enters the cracks and the cracks are enlarged; and a section of tunnel is excavated fo |
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The tunnel excavation method comprises the steps that the rock mass strength of a tunnel face is detected; value and direction of ground stress in front of the tunnel face are monitored, so that an occurrence condition and an occurrence position of rockburst are pre-judged; drilling iscarried out on the tunnel face to form pre-drilled holes, and the pre-drilled holes are located at an excavation contour line of the tunnel face; the pre-drilled holes are filled with explosives, andlocal blasting is carried out on the pre-drilled holes, so that a plurality of cracks extending out of the excavation contour line are formed around the pre-drilled holes; water is injected into thepre-drilled holes, and the water injection pressure is adjusted according to the surrounding rock strength of the tunnel face, so that water enters the cracks and the cracks are enlarged; and a section of tunnel is excavated fo</description><language>chi ; eng</language><subject>EARTH DRILLING ; FIXED CONSTRUCTIONS ; GALLERIES ; LARGE UNDERGROUND CHAMBERS ; MINING ; SHAFTS ; TUNNELS</subject><creationdate>2020</creationdate><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20201016&DB=EPODOC&CC=CN&NR=111779488A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25562,76317</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20201016&DB=EPODOC&CC=CN&NR=111779488A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>ZHANG XUZHEN</creatorcontrib><creatorcontrib>LI HUI</creatorcontrib><creatorcontrib>HE WEI</creatorcontrib><creatorcontrib>LI JUN</creatorcontrib><creatorcontrib>YANG MUGAO</creatorcontrib><creatorcontrib>WANG XINDONG</creatorcontrib><creatorcontrib>LI GUOLIANG</creatorcontrib><creatorcontrib>QU XIAOWEI</creatorcontrib><title>Tunnel excavation method</title><description>The invention relates to the technical field of tunnel construction, in particular to a tunnel excavation method. 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language | chi ; eng |
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subjects | EARTH DRILLING FIXED CONSTRUCTIONS GALLERIES LARGE UNDERGROUND CHAMBERS MINING SHAFTS TUNNELS |
title | Tunnel excavation method |
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