Fuzzy Plastic Constitutive Model and Its Application to Subgrade

Table 4

Shear stress at the apex of the roadbed at different times (kPa).

Loading moment		Fuzzy results (  = 1.85)
0/8	0	135
1/8	6%	281
2/8	26%	585
3/8	77%	1163
4/8	100%	1320
5/8	74%	1143
6/8	24%	618
7/8	4%	244
8/8	0	142