Deformation and Damping Characteristics of Lightweight Clay-EPS Soil under Cyclic Loading

Table 2

Proportions of cement and EPS.

Maker	α (%)	β (%)
T11	5	2
T12	5	3
T13	5	4
T21	10	2
T22	10	3
T23	10	4
T31	20	2
T32	20	3
T33	30	4
T00	0	0

T00 is the control test with material clay.