Failure and Remediation of an Embankment on Rigid Column-Improved Soft Soil: Case Study

Table 3

Design parameters of the embankment and prestressed pipe pile.

Section	Embankment type	Filling height (m)	Pile lateral spacing (m)	Pile longitudinal spacing (m)	Pile length (m)
K64 + 080	Bridge approach	7.17	2.6	2.6	19
K64 + 100	Transition	7.10	2.6	2.8	19
K64 + 120	Normal	7.00	3.0	3.0	18
K64 + 160	Normal	6.74	3.0	3.0	18