On the basis of analysis of the requirements for working time schedule and regulations of lifting and erection of steel box girders of Xihoumen Bridge,this paper proposes a construction scheme for positioning delivery barges of the steel box girders in the channel by using a mooring portal bridge to be built with large ton.

Test study on mechanism of shear-slip of anchorage in suspension bridge;

Design and construction of anchorage system for steel cofferdam;

Finite Element Analysis on the Temperature Field of the Massive Concrete Anchorage of Haicang Bridge

As an important part of supporting structure,anchoring controls the project progress of suspension bridge.

The paper introduces the experience of applying D-B model to the construction of the south anchor of Wuhan Yangluo Changjiang Highway Bridge.

Engineers made 2 plans for position of prestressed steel pipes of the north anchoring system of Wuhan Yangluo Changjiang River Road Bridge.

The main steps to prevent temperature crack in anchor mound mass concrete of Changjiang River Bridge in Yichang are described, and all kinds of temperature control methods and effect was present.

In this paper,the result of mass concrete temperature monitoring Haicang Bridge east anchor mound is introduced.

It is described that the main regulative steps of temperature to prevent slits in the enormous concrete anchor mound construction that is in rock of deep base pit in the south bank of Changjiang River Bridge in Jiangying.