1 - 9 toradh á dtaispeáint as 9 toradh san iomlán ar an gcuardach 'Chengyong Cao', am iarratais: 0.07s
Beachtaigh na torthaí
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1
A Simplified Approach to Design Jet-Grouted Bottom Sealing Barriers for Deep Excavations in Deep Aquifers de réir Chengyong Cao, Chenghua Shi, Mingfeng Lei
Foilsithe / Cruthaithe 2019-06-01
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2
Analysis and Prediction of Grouting Reinforcement Performance of Broken Rock Considering Joint Morphology Characteristics de réir Guanglin Liang, Linchong Huang, Chengyong Cao
Foilsithe / Cruthaithe 2025-01-01
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3
A New Calculation Method of Cutterhead Torque Considering Shield Rolling Angle de réir Xiang Shen, Dajun Yuan, Dalong Jin, Chengyong Cao
Foilsithe / Cruthaithe 2021-12-01
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4
Prediction Models and Feature Importance Analysis for Service State of Tunnel Sections Based on Machine Learning de réir Debo Zhao, Yujia Yang, Chengyong Cao, Bin Liu
Foilsithe / Cruthaithe 2024-10-01
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5
Calculation of Friction Force for Slurry Pipe Jacking considering Soil-Slurry-Pipe Interaction de réir Yichao Ye, Limin Peng, Weichao Yang, Yang Zou, Chengyong Cao
Foilsithe / Cruthaithe 2020-01-01
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A new tunnel drainage system using double-adhesive spray-applied membrane: key parameters and applicable scope de réir Xiaohe Sun, Chenghua Shi, Guoqing Xiao, Yangyang Ge, Chengyong Cao
Foilsithe / Cruthaithe 2024-10-01
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Predicting the Mechanical Properties of Bimrocks with High Rock Block Proportions Based on Resonance Testing Technology and Damage Theory de réir Yuexiang Lin, Limin Peng, Mingfeng Lei, Xiang Wang, Chengyong Cao
Foilsithe / Cruthaithe 2019-08-01
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Research Progress on Stability of Slurry Wall Trench of Underground Diaphragm Wall and Design Method of Slurry Unit Weight de réir Mingfeng Lei, Linghui Liu, Yuexiang Lin, Chenghua Shi, Weichao Yang, Chengyong Cao, Yao Liu
Foilsithe / Cruthaithe 2019-01-01
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Novel Excavation and Construction Method for a Deep Shaft Excavation in Ultrathick Aquifers de réir Chengyong Cao, Chenghua Shi, Linghui Liu, Jianwen Liu, Mingfeng Lei, Yuexiang Lin, Yichao Ye
Foilsithe / Cruthaithe 2019-01-01
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