Stability and Countermeasures for a Deposit Slope with Artificial Scarp: Numerical Analysis and Field Monitoring

Table 2

Properties of structural elements adopted in the finite element model.

Prestressed anchors	Parameter	Bolt modulus	Tensile capacity	Pretensioning force
	Value	19.5 × 10^4 MPa	1041 kN/1562 kN	183 kN/20 kN
Rock bolts	Parameter	Bolt modulus	Tensile capacity	Residual tensile capacity
	Value	20 × 10^4 MPa	220 kN	123 kN
Concrete frame beams/stabilizing piles	Parameter	Young’s modulus	Poisson's ratio	Properties
	Value	3.0 × 10^4 MPa	0.2	Elastic