Failure behavior and mechanism of slopes reinforced using soil nail wall under various loading conditions

Abstract

Soil–nailing technology is widely applied in practice for reinforcing slopes. A series of centrifuge model tests was conducted on slopes reinforced with a soil nail wall under three types of loading conditions. The behavior and mechanism of failure process of the reinforced slopes were studied using image-based observation and displacement measurements for the slope, nails, and cement layer. The nailing significantly increased the stability level and restricted the tension cracks of the slopes. Increasing the nail length improved the stability of the reinforced slopes with deeper slip surfaces. The reinforced slope exhibited a significant failure process, in which slope slippage failure and cement layer fracture occurred in conjunction with a coupling effect. The deformation localization was induced by the loading within the slope and ultimately developed into a slip surface. The nailing reinforced the slope by significantly delaying the occurrence of the deformation localization within the slope. The failure of nails was recognized as a combination of pull-out failure and bend deformation. The loading conditions were shown to have a significant effect on slope deformation and nail deflection, and they consequently influenced the failure behavior and its formation sequence.