Based on model test and numerical simulation, the research on displacement of a gravity anchorage of a suspension bridge has been carried out.

Based on the similarity theory,this paper presents a model test of gravity anchorage of Ningbo Qingfeng suspension bridge with geometrical scale 1∶100 and soil mass force scale 1∶1.

The massive concrete of the gravity anchorage of Aizhai Suspension Bridge was cast by pumping.

Based on the overview of existing methods for holding capacity of embedment concrete anchor and massive physical model experiment,the corresponding factors,including soil type,embedding depth,drag angle etc.

On the basis of hoisting and transportation of Luobuxi Bridge of Yiwan railway and reality of the constructions,this paper illustrates the design and construction of prestressing force chain-formed anchor,makes sure about the structure of cable anchor,the length and depth of anchor rope.

Based on archaeological and historical materials, this paper analyses the materials, types, distribution and fixing methods of drawbridges in ancient Southwest China.

According to conventional mooring style of deep sea gravity cage which involves four-point mooring; normal gridding mooring and oblique gridding mooring, the forces acting on the mooring line are measured by model test under different conditions.