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This paper presents the steady-steady elasto-dynamic analysis of bridge abutment constructed using sustainable material, a controlled low-strength material (CLSM), using finite element (FE) and boundary element (BE) methods. The structure is constructed using full-height precast concrete panels that are attached to a CLSM backfill via steel anchors and can be employed as a replacement of traditional piling support systems. The Young's moduli of CLSM are obtained from laboratory tests.doi:10.14455/isec.res.2015.60 fatcat:goyxhprjnbg2dczyfqm5lspzbu