Based on the indoor-push-pile model experiments

the toppling failure mode and stress deformation characteristics of the fully-embedded anti-sliding pile are studied. Under the premise of the test similarly relation

the indoor model experiment-pool is established; and from loading to the toppling destruction of the whole process

the deformations of model pile are observed. Arranging earth pressure cells

steel strain gauges

concrete strain gauges

and dial indicators

and using a multi-channel dynamic measuring system to monitor pile strain

the steel strain

the displacement of pile top and the earth pressure

the mechanical characteristics of the model pile is analyzed. It is shown that

the relationship of load and lateral displacement of the pile top could be divided into 3 stages. When the anchorage depth is not enough to the monitoring results

the destruction form of the pile performs as a rigid rotation (toppling failure). The soil pressure of the pile is approximately parabolic. Maximum soil pressure is near the middle of the pile. The moment of the pile is larger around the sliding surface and smaller at the top and bottom of the pile.