Field Evaluation of Load Bearing Capacity and Embedment Depth of Existing Ballastless Plate Girder Bridge Foundations

نویسندگان

چکیده

The ballastless plate girder bridge, classified as a structure type that requires an emergent replacement among domestic railway bridges, generally tends to upgrade ballasted track along with continuous welded rail (CWR). axial forces of the CWR due temperature change need be distributed bridge foundations. Because most existing bridges over 50 years age do not provide any design information, such foundations are regarded unknown foundations, and therefore, it is crucial identify structural adequacy dimension. In this study, effort was made establish correlation between standard penetration test (SPT) mid-size pneumatic cone (MPCP) estimate load bearing capacity foundation. A field conducted depth foundation by employing SPT MPCP source wave part. magnitude shear mitigated presence PVC steel pipes, might possible embedment

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ژورنال

عنوان ژورنال: Han-gukbangjaehakoenonmunjip

سال: 2021

ISSN: ['1738-2424', '2287-6723']

DOI: https://doi.org/10.9798/kosham.2021.21.1.225