The post-construction settlement and composite foundation are studied for high-speed railway subgrade and the post-construction settlement of an engineering example is predicted.

Comparison of deck structure of large span through tied-arch bridge with non-ballasted track on high-speed railway;

Discussion on fuzzy comprehensive evaluation of certain newly-built high-speed railway bridge;

Analysis on the impact of high-speed railway fastener to lateral deformation of rail;

Measurement control for roadbed settlement of high speed railway;

Test and application of polycarboxylates high performance water-reducing admixture on high performance concret in high speed railway engineering;

Aseismic analysis of half-through steel box arch bridge in Jing-Hu high speed railway;

An analysis of the influence of pumping shallow groundwater to passenger express railways;

On design for bearing sheet on Beijing-Shanghai express railway

The paper analyzes the compaction subsiding scope and the calculation of controlling numeral of the express railway foundation,the estimation method of settlement after work and the determing time of the stability of the road foundation settlement to the foundation design for reference.