Construction control method for small-distance tunnel obliquely penetrating muck accumulation body side slope

The invention discloses a construction control method for a small-clear-distance tunnel obliquely penetrating through a muck accumulation body side slope. The construction control method comprises the following steps that (1) a tunnel 3D model is constructed through FLAC3D; 2) initializing construct...

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Main Authors YANG ZHONGFENG, MA GUOSONG, XIE BIN, SHI WENTAO, ZHANG XUE, YANG QINGGUO, GAO TIAN
Format Patent
LanguageChinese
English
Published 05.04.2024
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Abstract The invention discloses a construction control method for a small-clear-distance tunnel obliquely penetrating through a muck accumulation body side slope. The construction control method comprises the following steps that (1) a tunnel 3D model is constructed through FLAC3D; 2) initializing construction parameters of an advanced pipe shed support; (3) construction of an advanced pipe shed support is simulated in the tunnel 3D model; (4) simulating the tunnel excavation process in an underground excavation hole entering mode, and calculating the soil displacement of the current tunnel underground excavation hole entering section; (2) judging whether the soil displacement of the current tunnel underground excavation tunnel entering section is larger than a preset displacement threshold value d or not, if yes, modifying the construction parameters of the advance pipe shed support and returning to the step (2), and if not, outputting the optimal construction parameters of the advance pipe shed support; and (5) on
AbstractList The invention discloses a construction control method for a small-clear-distance tunnel obliquely penetrating through a muck accumulation body side slope. The construction control method comprises the following steps that (1) a tunnel 3D model is constructed through FLAC3D; 2) initializing construction parameters of an advanced pipe shed support; (3) construction of an advanced pipe shed support is simulated in the tunnel 3D model; (4) simulating the tunnel excavation process in an underground excavation hole entering mode, and calculating the soil displacement of the current tunnel underground excavation hole entering section; (2) judging whether the soil displacement of the current tunnel underground excavation tunnel entering section is larger than a preset displacement threshold value d or not, if yes, modifying the construction parameters of the advance pipe shed support and returning to the step (2), and if not, outputting the optimal construction parameters of the advance pipe shed support; and (5) on
Author MA GUOSONG
XIE BIN
YANG QINGGUO
YANG ZHONGFENG
GAO TIAN
SHI WENTAO
ZHANG XUE
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DocumentTitleAlternate 斜穿渣土堆积体边坡小净距隧道的施工控制方法
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Snippet The invention discloses a construction control method for a small-clear-distance tunnel obliquely penetrating through a muck accumulation body side slope. The...
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SubjectTerms EARTH DRILLING
FIXED CONSTRUCTIONS
GALLERIES
LARGE UNDERGROUND CHAMBERS
MINING
SHAFTS
TUNNELS
Title Construction control method for small-distance tunnel obliquely penetrating muck accumulation body side slope
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