Mitigating the Bridge End Bump Problem: A Case Study of a New Slab System with a Lower Partition Slab-Pile Foundation

Table 1

ABAQUS finite element simulation material parameters.

Material	Model	E (MPa)		λ	κ	M	e	× 10^−4 (m/day)
Silty clay	MCC	3	0.35	0.42	0.03	0.498	1.618	24.3
Muck	MCC	0.8	0.33	0.42	0.01	0.45	1.03	8.64
Clay	MCC	4	0.35	0.22	0.02	0.406	1.27	8.14