The causes of cracks of concrete bridge deck pavement layer and its prevention measures;

The emulation analysis to the temperature effect of the bridge deck pavement of long-span bridge;

Study on the causes of premature deterioration of bridge deck pavement in expressway and prevention measures;

Tensile Limit State Analysis in Bridge Deck Pavement Design;

Rational simplified model of finite element analysis for deck pavement of long-span steel bridge;

Discussion on the deck pavement disease of Qianwei Minjiang river bridge;

Analyzing the hazards of asphalt concrete bridge pavement;

Micro-stress failure analysis of bridge pavement of steel fiber;

On the damage formation and countermeasures for Dog River bridge pavement;

Connection of damage in deck paving on concrete bridges to design and construction;

Based on analyzing the performance of epoxy asphalt concrete, the epoxy asphalt concrete as the deck paving in the big span steel bridge can be used.

The paper states the basic form of deck structure,presents some views of the problemsin current deck paving.

Further Research on Mechanical Roperties of Long-Span Steel Bridge Deck Surfacing;

Research on Local Repair Scheme of Jiangyin Bridge s Deck Surfacing;

The basis theory and hypothesis of finite element method(FEM) computing for steel bridges deck surfacing were proposed.

The bridge deck protection, as the part of the bridge panel, is an important component of the bridge.

Bridge Deck surfacing as a special project, in the course of long-term use by the traffic loads, such as the impact of natural factors, and its destruction in addition to ordinary common types of road pavement, but also has its own unique system for bridge deck pavement of damage types.

The article has studied the influential factors for the shear characteristics of the bridge deck interlayer through laboratory test and numerical analysis.