Multifactor Analysis of Landslide Mechanisms: A Case Study of Yongji Expressway, China

Table 3

Test results of weak interlayer soil.

Number	(%)	(g/cm^3)			(°)	(MPa)	(°)	(MPa)
a1-1	23.64	2.09	8.51	0.70	8.53	0.010	6.57	0.009
a1-1	22.10	2.03	9.16	0.75	6.84	0.008	5.27	0.007
a1-2	22.05	1.98	9.39	0.80	7.97	0.014	6.14	0.012
a2-z1	21.67	2.07	8.60	0.23	6.84	0.020	5.27	0.017
a2-y1	20.89	1.97	9.02	0.06	10.76	0.009	8.29	0.008
a3-z1	22.30	1.82	9.59	0.35	7.97	0.006	6.14	0.005