1006-3528
2015 Issue 6
The Study on the Reconstruction Scheme of Jundu Mainline Toll Station Exit in Lijun Highway
YUN Yao-bin;Shanxi Provincial Survey & Design Institute of Communications;
YUN Yao-bin;Shanxi Provincial Survey & Design Institute of Communications;
..............page:1-3
..............page:2
The Application of Analytic Hierarchy Process in the Selection of Highway Soft Foundation Treatment Method
LI Yuan-jun;Shanxi Transportation Research Institute;
LI Yuan-jun;Shanxi Transportation Research Institute;
..............page:4-7
The Analysis of Differential Settlement Influencing Factors in the Bridgehead Transition Section
SHI Jun-qiang;Shanxi Highway Engineering Supervision Technology Consultant Corporation;
SHI Jun-qiang;Shanxi Highway Engineering Supervision Technology Consultant Corporation;
..............page:8-10+23
The Measures and Suggestions for Improving the Quality of Highway Budget Preparation
ZHANG Cheng;Shanxi Transportation Research Institute;
ZHANG Cheng;Shanxi Transportation Research Institute;
..............page:11-13
The Study on Non-uniform Spraying Technology of Snowmelting Agent
HUO Shang-bin;Shanxi Transportation Research Institute;
HUO Shang-bin;Shanxi Transportation Research Institute;
..............page:14-17
The Discussion on the Uniformity Evaluation of Asphalt Pavement Using Non-nuclear Density Instrument
WEI Yan-ling;Shanxi Transportation Research Institute;
WEI Yan-ling;Shanxi Transportation Research Institute;
..............page:18-20+37
The Application Analysis of Flexible Base Pavement in Tibet Region
CIREN Ji-zong;The Tibet Autonomous Region Survey & Design Institute of Communications;
CIREN Ji-zong;The Tibet Autonomous Region Survey & Design Institute of Communications;
..............page:21-23
The Analysis of Loess Subgrade Capillary Phenomenon Based on the Unsaturated Soil Theory
SONG Jun-tao;Shanxi Transportation Research Institute;
SONG Jun-tao;Shanxi Transportation Research Institute;
..............page:24-27
The Correction of Subgrade Settlement Calculation Method Considering the Influence of Lateral Deformation
TAO Feng;Shanxi Changlin Expressway Co.;Ltd;Shanxi Road &Bridge Construction Group Co.;Ltd;
TAO Feng;Shanxi Changlin Expressway Co.;Ltd;Shanxi Road &Bridge Construction Group Co.;Ltd;
..............page:28-30
The Evaluation and Overhaul Scheme Design of Highway Pavement Technology Conditions
LIU Cong-hui;Shanxi Transportation Research Institute;
LIU Cong-hui;Shanxi Transportation Research Institute;
..............page:31-33
The Stability Analysis and Protection Design of A Rock High Slope
LI Peng-fei;Shanxi Transportation Research Institute;
LI Peng-fei;Shanxi Transportation Research Institute;
..............page:34-37
The Research on the Performance of SBS Modified Asphalt Used in Rapid Repairing of Pavement Pit Slot
QIAN Zheng;Tangshan Local Road Administration;
QIAN Zheng;Tangshan Local Road Administration;
..............page:38-40+43
The Discussion on the Treatment of Loess Landslide
WANG Wei;Shanxi Transportation Research Institute;
WANG Wei;Shanxi Transportation Research Institute;
..............page:41-43
The Comparative Analysis of Pavement Performance for Flexible and Semi-rigid Base Asphalt
ZHANG Qiang;Shanxi Transportation Research Institute;
ZHANG Qiang;Shanxi Transportation Research Institute;
..............page:44-46
The Comparative Analysis of Highway Design Parameters in China and America
CHI Yu-yuan;Shanxi Transportation Research Institute;
CHI Yu-yuan;Shanxi Transportation Research Institute;
..............page:47-49
The Research Progress of Early Crack Repair Materials for Cement Concrete Pavement
ZHANG Ying;SHEN Li-tao;Shanxi Transportation Research Institute;
ZHANG Ying;SHEN Li-tao;Shanxi Transportation Research Institute;
..............page:50-52
..............page:52
The Research on the Construction Control Technology of Adverse Geological Section for Laolongshan Tunnel
DU Rong-sheng;Shanxi Provincial Survey & Design Institute of Communications;
DU Rong-sheng;Shanxi Provincial Survey & Design Institute of Communications;
..............page:53-55+59
The Study on Reliability of Foundation Pile Considering the Bearing Capacity Distribution Characteristics
WANG Lao-qian;The First Engineering Co.;Ltd;Shanxi Road & Bridge Group;
WANG Lao-qian;The First Engineering Co.;Ltd;Shanxi Road & Bridge Group;
..............page:56-59
The New Trend of Highway Tunnel Construction Technology
HAN Da-qian;Shanxi Transportation Research Institute;
HAN Da-qian;Shanxi Transportation Research Institute;
..............page:60-64
The Fundamental Frequency Calculation and Experimental Analysis of Different Skew Angle Simply-supported T-shaped Beam Bridge
XUE Gen-ping;LYUliang Branch of Shanxi Provincial Highway Bureau;
XUE Gen-ping;LYUliang Branch of Shanxi Provincial Highway Bureau;
..............page:65-69
..............page:69
The Analysis of Static and Stability for A Variable Cross-section Box Beam Continuous Rigid Frame Bridge
SONG Wei-li;Changzhi Suburb Traffic & Transportation Department;
SONG Wei-li;Changzhi Suburb Traffic & Transportation Department;
..............page:70-72
The Study on the Reasonable Clear Spacing of Small Clear Spacing Tunnel under the Condition of Blasting Vibration
CHENG Gao-feng;The Second Engineering Co.;Ltd;Shanxi Road & Bridge Group;
CHENG Gao-feng;The Second Engineering Co.;Ltd;Shanxi Road & Bridge Group;
..............page:73-75
The Treatment Scheme and Effect Analysis of Tunnel Initial Support Deformation
YANG Nian-bin;Jinzhong Road & Bridge Construction Group Co.;Ltd;
YANG Nian-bin;Jinzhong Road & Bridge Construction Group Co.;Ltd;
..............page:76-78
The Study on Anti-overturning Stability and Actual Traffic Capacity for Urban Ramp Bridge
FU Zhao-hua;Taijiu Expressway Management Co.;Ltd;
FU Zhao-hua;Taijiu Expressway Management Co.;Ltd;
..............page:79-81+88
The Reinforcement Design of Low-height Wide-body Continuous Box Beam Bridge
CHEN Tie-jun;ZHUO Jing;Nanjing Branch of Sichuan Southwest Jiaotong University Civil Engineering Design Co.;Ltd;Chongqing University of Science & Technology;
CHEN Tie-jun;ZHUO Jing;Nanjing Branch of Sichuan Southwest Jiaotong University Civil Engineering Design Co.;Ltd;Chongqing University of Science & Technology;
..............page:82-85
The Design of Construction Ventilation for Plateau Spiral Tunnel
ZHANG Kai;Shanxi New Century Traffic Construction Engineering Consultant Co.;Ltd;
ZHANG Kai;Shanxi New Century Traffic Construction Engineering Consultant Co.;Ltd;
..............page:86-88
The Treatment Scheme of Steel Corrugated Pipe Culvert Deformation
WANG Yan-bo;Shanxi Transportation Research Institute;
WANG Yan-bo;Shanxi Transportation Research Institute;
..............page:89-91
The Research on the Reinforcement Technology of Soft Loess Tunnel Foundation
TAO Yun-ping;The 5th Engineering Co.;Ltd;the 17th Engineering Bureau Group;China Railway Ministry;
TAO Yun-ping;The 5th Engineering Co.;Ltd;the 17th Engineering Bureau Group;China Railway Ministry;
..............page:92-94
The Discussion on the Design of Concrete Filled Steel Tube Tied-arch Bridge
CHANG Cheng;Shanxi Transportation Research Institute;
CHANG Cheng;Shanxi Transportation Research Institute;
..............page:95-97
The Discussion on Water and Soil Loss and Its Prevention and Control Measures in the Highway Construction
LIU An-ming;Heyu Expressway Construction Administration;
LIU An-ming;Heyu Expressway Construction Administration;
..............page:98-99+105
The Discussion on the Preparation Technology of Highway Water and Soil Conservation Scheme—Taking Taiyuan Second Ring Expressway East Ring Section for Example
ZHANG Kai;Shanxi Transportation Research Institute;
ZHANG Kai;Shanxi Transportation Research Institute;
..............page:100-102
The Discussion on the Reasonable Matching of Vehicle Capacity and Paving Equipment Working Efficiency
JIN Wei;Shanxi Vocational & Technical College of Communications;
JIN Wei;Shanxi Vocational & Technical College of Communications;
..............page:103-105
The Analysis Method of Vehicle Stability Platform Acceleration Based on Lie Groups and Lie Algebras
LIU Xiao;Shanxi Transportation Research Institute;
LIU Xiao;Shanxi Transportation Research Institute;
..............page:106-109
..............page:110-114
..............page:115
..............page:116