Interaction between Engineered Cementitious Composites Lining and Foundation Subsurface Drain

Table 2

Description of samples and loads applied.

Load(t)	Stress (kPa)	Sample M1	Sample M2	Sample S2
0	0	M1-0	M2-0	S1-0
1	21	M1-1	M2-1	S1-1
2	41	M1-2	M2-2	S1-2
3	62	M1-3	M2-3	S1-3
4	83	M1-4	M2-4	S1-4