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Railway Construction Technology
1009-4539
2014 Issue 5
Construction Technology on Flat Curve Jacking of Large Volume Component
Li Hanyuan;
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page:1-3
The Manufacture of Stiff Skeleton of Large-span Reinforced Concrete Arch Bridge
Yan Jianwei;
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page:4-6,20
One-time Pressure Injection Technology in Vacuum Condition of Steel Pipe Concrete for the Nanpanjiang Super River Bridge
He Changsong;
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page:7-9
Closure Construction Technology for Yellow River Bridge with Large-span Corrugated Steel Webs and PC Continuous Beams
Zhang Qiuxiang;
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page:10-13
Construction Control Technology of Large Volume Bearing Platform of Pile Foundation Under Complex Conditions
Li Meijun;
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page:14-16,24
Construction Technology for Shield Across the Railway Culvert
Li Chunlin;
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page:17-20
Study on Construction Technology of Submerged Tunnels Under High-speed Railway
Wu Hongbin;
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page:21-24
Construction Technology for a Dry-dock Entrance Structure of an Inland River's Immersed Tube Tunnel
Li Yanming;
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page:25-27,37
Causes Analysis and Rehabilitation Treatment for the Lining Crack of the Large Diversion Tunnel
Li Jiangyu;
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page:28-32
Ventilation Technique for Extra-long High-gas Railway Tunnel
Zhao Tieshan;
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page:33-37
Construction Technology for Anchor Cable Anti-slide Piles in the Development of Landslide
Sun Jiping;
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page:38-40,47
Treatment Case of High-slope Hazards Along Existing Railway Lines
Pan Baolei;
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page:41-43,54
Construction Technology for CRTS Ⅱ Type Slab Ballastless Track with Longitudinal Connection of Passenger Dedicated Bridge
Feng Xiaobin;
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page:44-47
Lifting of the Large-tonnage Cable Saddle Scaffolding with Techniques of Swing Method with Built-up Gantry
Chen Guosheng;
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page:48-50
Model Analysis of Freeze-thaw Damage Deterioration of Concrete Based on Fatigue Damage Theory
Pei Wenqiang;
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page:51-54
Analyses and Discussion on Talent Team Construction for Construction Enterprises
Kong Yan;
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page:55-57
Construction Technique of Both-halves Synchronized Pushing Closure of Large-span Continuous Rigid Frame Bridge
Zhong Weiling;
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page:58-60
Construction Technique for the Prestressed Transbeam of New Column Plate Superhigh Hollow Pier
Qin Wen;
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page:61-63,73
Pushing Construction Technology for the 156 m Simply Supported Steel Truss Girder of New Yellow River Bridge
Huang Junmei;
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page:64-67,77
Hoisting Construction Technology of Steel Gate Pier Crossover Railway
Bai Li;
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page:68-73
Construction Technology on Jacking and Cast-in-situ and Beam Landing Across the Existing Higher Road and Groove Beam
Liang Yuesheng;
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page:74-77
Application of PTC Pile and Bailey Beam Bracket in the Cast-in-place Box Girder Construction in the Deep Soft Soil Foundation
Wang Yongli;
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page:78-81,85
Technique of Shallow Hole Controlled Blasting of Bridge Foundation Pit Under Complicated Environment
Zhao Chaoyang;
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page:82-85
Analysis of the Stability of Shallow-buried Soft Ground Tunnel Surrounding Rock and Comprehensive Construction Technology
Zhang Yunting;
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page:86-88,113
Safe and Quick Construction Technology for Double Arch Tunnel in Karst Areas
Liang Jianxin;
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page:89-92,96
Arch-change Construction Technique of Initial Supports Large Deformation in High Crustal-stress Section
Zhao Hua;
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page:93-96
Construction Technology for Shallow-buried Section Tunnel Entrance of Super-large Section in Plateau Permafrost Region
Xie Jiangsheng;
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page:97-100,109
Construction Technique for Beiyuan Tunnel in Weak Surrounding Rock of Shallow-buried Section
Jia Zhongtai;
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page:101-104
Detection and Construction Technology of Gas in Coal Stratum of Complex Tunnel
Zhang Zhongyi;
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page:105-109
Study on Foundation Treatment of High-speed Railway Subgrade in Gobi Desert Region
Zhu Hongtao;
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page:110-113
Construction Technology of Deep Hole Pile Foundation Blasting Near Existing Line
Su Jun;
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page:114-116