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 | , , , , , , |
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Format | Patent |
Language | Chinese English |
Published |
05.04.2024
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Subjects | |
Online Access | Get full text |
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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 |
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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 |
Author_xml | – fullname: YANG ZHONGFENG – fullname: MA GUOSONG – fullname: XIE BIN – fullname: SHI WENTAO – fullname: ZHANG XUE – fullname: YANG QINGGUO – fullname: GAO TIAN |
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Discipline | Medicine Chemistry Sciences |
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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Notes | Application Number: CN202410086533 |
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RelatedCompanies | THE 5TH ENGINEERING CO., LTD. OF CHINA RAILWAY 25TH BUREAU GROUP CHINA RAILWAY 25TH BUREAU GROUP CO., LTD |
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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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