Railway Construction Technology 2016 Issue 5 Construction Technique on Pile Foundation of Liling Extra-large Bridge in Complicated Karst Geology of Shanghai-Kunming Passenger Dedicated Railway

Construction Technique on Pile Foundation of Liling Extra-large Bridge in Complicated Karst Geology of Shanghai-Kunming Passenger Dedicated Railway
Zhou Ting;

..............page:1-3,8

Comprehensive Construction Technology for All Kinds of Arch Bridges Demolition on Navigable Channel
Zhang Guangyi;

..............page:4-8

Critical Control Points of Bridge Swivel Construction
Yuan Ke;

..............page:9-11,41

Cast-in-situ Beam with High Pier Composite Scaffolds Method Applied in Quansan Highway Construction
Li Liangliang;

..............page:12-14,48

Replacing Bridge Basin-bearings and Monitoring Technology of Wide Prestressed Continuous Box Girders
Zhao Lianfeng;

..............page:15-18

Construction Techniques for High Pier Column Climbing Cone with Bracket Method
Shi Zhiqiang;,Hu Jian;

..............page:19-21,33

Construction Technology of Hanging Basket with Trussed Guiding Beam Applied in the Section of Cast-in-situ Side Span
Jia Wurong;,Yang Junfeng;,Hu Jian;

..............page:22-25

Construction Technology of D-type Temporary Beam Overhead the Curve Segment Operating Line at the Yard of Wanyuan Railway Station
Wang Liubao;

..............page:26-29

Construction Technology for Hole Formation by Drilled Pile Under the Confined Water Formation in Loess Area
Hong Fuyi;

..............page:30-33

Technology Research of 24 m T-shaped Beam Single-hole Acoustical Barrier with Small Curve Radius Erected by Railway DJ180 Type Bridge-erecting Machine
Chen Yuan;

..............page:34-37

Improved Method for Bracket Construction of Continuous Girder No.0 Bearer of Express Railway Bridge
Men Fazhong;

..............page:38-41

Key Construction Points of Steel Trestle Over Crossing a River and Reinforcement Measures of Shallow Overburden Steel Pipe Pile
Song Xiaojun;

..............page:42-44

Effects of Shrinkage and Creep on Static properties of Concrete-filled Steel Tubular Tied Arch Bridge
Bai Yan;

..............page:45-48

Seismic Performance of Bridge Pier with Swinging Seismic Isolation Device in Spread Foundation
Chen Zeyu;

..............page:49-51,56

Key Construction Technology of Water-rich Ⅵ-level Surrounding Rock Shallow Buried Tunnel in Dongguan-Huizhou Intercity Railway
Wang Yajun;

..............page:52-56

Run-through Construction Technology of Super-large Section Shallow Buried Loess Tunnel
Zhou Bijian;

..............page:57-59,95

Construction Technology of Double-line Bellmouth Tunnel
Feng Shisong;

..............page:60-63,67

Construction Technique of Urban Railway System Tunnels Under Crossing the Existing Overpass Foundation
Liu Qinghua;

..............page:64-67

Design Method of the Reverse Slope Drainage in a Long Tunnel
Pan Long;

..............page:68-70,81

Construction Technology of Station-crossing Movement for Shield Machine Construction of External Propulsion Device
Yang Mei;

..............page:71-73

Protection Technology of Underground Pipelines by the Shield Machine Excavating Construction
Li Yuan;

..............page:74-76,120

Cause Analysis of Loess Subgrade Settlement Deformation and the Engineering Treatment Measures
Gao Fei;

..............page:77-81

Key Construction Techniques and Bearing Behaviors of Railway Foundation Treatment with Screw Pile in Saline Soil Area
Wan Pengzhou;

..............page:82-86,91

Intelligent Back Analysis of Geotechnical Engineering Combining the Closest Point Projection Method and Differential Evolution Algorithm
Chang Zhengru;

..............page:87-91

Deformation Law of a Deep Foundation Pit Retaining Structure in Lanzhou
Lei Ming;

..............page:92-95

Management Technology for Deep Foundation Pit Monitoring in Soil Geological Subway Station
Ma Hongjie;

..............page:96-99

Simulation Study on Compensation Switching Scheme and Its Application of 10 kV Continuous Power Cable Lines
Wang Peixiong;

..............page:100-104

Construction Technology of Cast-in-situ PK Free Disassembly Type Template Dense Rib Floor
Wang Bin;

..............page:105-107,116

Influence of Material of Coarse Aggregates on Elastic Modulus of Concrete
Tie Fengbin;,Guo Zhangfeng;

..............page:108-110

Connotation Research of Large Construction Enterprise Technology Center
Yu Xiongjun;

..............page:111-116

Project Cost Control Based on Bill of Quantity Valuation Mode
Li Li;

..............page:117-120