Stability Analysis and Reinforcement of a High-Steep Rock Slope with Faults: Numerical Analysis and Field Monitoring

Table 1

Mechanical properties of the intact rock specimens.

Layer no.	Total unit weight,	Elastic modulus,	Poisson’s ratio,	Cohesion,	Friction angle,
①	25.5	0.06	0.32	0.04	28.5
②	26.5	2.00	0.31	0.24	31.5
③	26.8	5.50	0.28	0.45	35.5
④	27	9.00	0.25	0.90	39.5