HIGHLIGHTS
- who: Carl Wersäll from the KTH Royal Institute of Technology, Department of Civil and Architectural Engineering have published the Article: Stiffness of Ballastless Railway Embankments Determined by Repetitive Static Plate Load Tests, in the Journal: (JOURNAL)
- what: In this study plate load tests were simulated in PLAXIS 2D using Hardening Soil Model and calibrated against four field tests conducted on crushed rock-fill sub-ballast. calibrated soil properties were applied in finite element simulations of railway embankments with ballastless slab-track systems. In this study, evaluation is conducted according to German and Swedish standards . . .
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