Research Article

Seismic Optimization of High Cantilever Multianchor Pile Strengthening Soil Slopes against Earthquakes

Table 1

Technical parameters of the shaking table test system.

ParametersTechnical specification

Table size4 m × 6 m
Mode of motionHorizontal one-way, vertical one-way, horizontal and vertical coupling
Input waveformRegular wave, random wave, seismic wave, artificial wave
Maximum bearing capacityX, Z (single vibration): X, 20 t; Z, 15 t
X, Z (combined vibration): X, 15 t; Z, 15 t
Maximum displacementX, Z (single vibration): X, ±250 mm; Z, ±100 mm
X, Z (combined vibration): X, ±150 mm; Z, ±100 mm
Maximum velocityX, Z (single vibration): X, 1500 mm/s; Z, 700 mm/s
X, Z (combined vibration): X, 1000 mm/s; Z, 700 mm/s
Maximum accelerationX, Z (single vibration): X, 1.7 g; Z, 1.2 g
X, Z (combined vibration): X, 1.2 g; Z, 1.0 g
Range of operating frequencyX, Z (single vibration): X, 0.1–70 Hz; Z, 0.1–50 Hz
X, Z (combined vibration): X, 0.1–50 Hz; Z, 0.1–50 Hz