关键词:
aseismic Performance
geogrid
reinforced soil slope
shaking table test
slope face pattern
摘要:
Applications of geosynthetic-reinforced soil (GRS) slopes in infrastructure construction in high-altiturle strong earthquake areas of Tibet, China are gradually increasing. Different slope face patterns have different security effects when GRS slopes encounter earthquakes, but the previous studies on aseismic performance of GRS slopes with different slope face patterns are relatively lacking. Here, shaking table model tests for GRS slopes with geotextile bags and gabion cages were conducted to study effects of slope face patterns on dynamic response characteristics of geogrid GRS slopes under different seismic peak accelerations, especially, distribution laws of slope acceleration amplification coefficient, slope displacement, slope top settlement and geogrid axial force under earthquake action were examined. The experimental results showed that acceleration amplification factors at various locations of GRS slopes increase with increase in height, and slope face pattern has little effect on acceleration amplification factor;peak displacements of Overall upper slope surface gradually increase with increase in height, except for slope top, peak displacements of gabion cage group are smaller than those of geotextile bag group, and post-earthquake slope displacements are partially restored;slope top Settlements gradually increase with increase in seismic peak acceleration, and slope top Settlements of gabion cage group are larger than those of geotextile bag group;overall axial force of geotextile bag group reinforcement is larger than gabion group reinforcement' s, and axial force increment at reinforcement top is the largest under earthquake action;under peak earthquake acceleration of 1. 0g, both geogrid reinforced soil slopes using geotextile bags and gabion cages all have good aseismic Performance. © 2025 Chinese Vibration Engineering Society. All rights reserved.