Calculation Model and Numerical Validation of Horizontal Capacity of Micropiles with Different Section Forms

Table 1

Geotechnical parameters.

Materials	Modulus of elasticity E (MPa)	Poisson’s ratio V	Cohesion c (kPa)	Angle of internal friction φ (°)
Soil layer	50	0.35	35	25
Rock layer	1000	0.25	100	30
Sliding surface	—	—	15	25