Evaluating the Behavior of Embankments after Widening considering Soil Consolidation and Splicing Mode

Table 2

Summary of calculation conditions.

Working condition	δρ/ρ0		δc/c0		δE/E0		δϕ/ϕ0		c0/E0		h	α
1	0.020		−0.516		−0.237		0.055		0.397		4	0.01265
2	0.010	δρ = 0.02 ρ0 = 2.0	−0.516		−0.237		0.055		0.397		3.8156	0.01207
3	0.030	δρ = 0.06 ρ0 = 2.0	−0.516		−0.237		0.055		0.397		3.659	0.01157
4	0.015	δρ = 0.03 ρ0 = 2.0	−0.516		−0.237		0.055		0.397		3.836	0.01213
5	0.025	δρ = 0.05 ρ0 = 2.0	−0.516		−0.237		0.055		0.397		3.906	0.01235
6	0.020		−0.260	δc = −1.05 c0 = 4.05	−0.237		0.055		0.397		4.352	0.01376
7	0.020		−0.130	δc = −0.53 c0 = 4.05	−0.237		0.055		0.397		4.546	0.01438
8	0.020		0.260	δc = 1.05 c0 = 4.05	−0.237		0.055		0.397		5.292	0.01673
9	0.020		0.120	δc = 0.5 c0 = 4.05	−0.237		0.055		0.397		5.286	0.01672
10	0.020		−0.516		−0.120	δE = −1.21 E0 = 10.2	0.055		0.397		4.178	0.01321
11	0.020		−0.516		−0.360	δE = −3.63 E0 = 10.2	0.055		0.397		3.818	0.01207
12	0.020		−0.516		0.060	δE = 0.61 E0 = 10.2	0.055		0.397		4.376	0.01384
13	0.020		−0.516		0.100	δE = 1.02 E0 = 10.2	0.055		0.397		4.466	0.01412
14	0.020		−0.516		−0.237		0.028	δϕ = 0.985 ϕ0 = 35.6	0.397		1.14	0.0036
15	0.020		−0.516		−0.237		0.042	δϕ = 1.5 ϕ0 = 35.6	0.397		2.56	0.0081
16	0.020		−0.516		−0.237		0.049	δϕ = 1.75 ϕ0 = 35.6	0.397		1.4	0.00443
17	0.020		−0.516		−0.237		0.070	δϕ = 2.5 ϕ0 = 35.6	0.397		3.524	0.01114
18	0.020		−0.516		−0.237		0.055		0.1	c0 = 1.02 δc = −0.53	7.989	0.02526
19	0.020		−0.516		−0.237		0.055		0.2	c0 = 2.025 δc = −1.05	4.866	0.01539
20	0.020		−0.516		−0.237		0.055		0.8	E0 = 5.1 δE = −1.21	3.044	0.00963
21	0.020		−0.516		−0.237		0.055		0.6	E0 = 6.8 δE = −1.61	2.676	0.00846

Note. δ ρ(g/cm³/m), ρ₀(g/cm³), δ_c(kPa/m), c₀(kPa), δ_E(MPa/m), E₀(MPa), δ_ϕ(°/m), ϕ₀(°), h(m), and α(m^0.5/kg^0.5).