Experimental Study of the Aggregate Shapes in Self-Compaction

Table 2

Geotechnical profile of LPG1 wharf.

Layer thickness (m)	Layer type
1.5	Rubble mound	—	—	—
7.5	SM/SC	33	—	12
14	CL/CL-ML	—	125	29
18	SM/SC	37	—	94
4	CL	—	400	45
6	SM/SC	34	—	88