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.

The successful experience ofhigh-speed railways in Paris-Amsterdam megalopolis provides good referencefor Shanghai to construct traffic system of Greater Shanghai metropo.

Monolithic deck is one of the ideal structural types in long-span bridges of high-speed railways because of its big rigidity,good integrity, low noise,excellent dynamic behavior and so on.

The results of noise testing on high speed trains are analyzed.

An one-dimensional unsteady compressible non-homentropic flow prediction method for calculating the pressure transient generated by a high speed train passing through a tunnel is presented.