Experimental analysis of vertical soil arching effect of embankment reinforced by rigid piles;

Study of soil arching in piled embankment with FEM;

Field tests on soil arching of highway embankments reinforced with rigid piles and their comparison with current analytical methods;

Experimental investigation on soil arching in piled reinforced embankments;

Solution of problem of earth pressure on retaining wall calculated by method of soil arching effect;

Numerical analysis of soil arching effects in displaced passive piles considering lateral soil movements;

Analysis of soil arching effect between adjacent piles and their spacing in cohesive soils;

Study on soil pressure calculation based on the model of horizontal layer element and soil arch effect;

Based on the analysis of the soil arch effect between adjacent anti-sliding piles in some slope projects,it is proposed that the relation between the piles spacing and the cohesive force c as well as the internal friction angle of the soil behind piles can be found,and the suitable spacing can.

Taking into account the soil-arching effect and large deformation of liners,a model of force and deformation analysis was presented for the geosynthetic liner system subjected to local subsidence.

The traditional Trapdoor loose earth pressure taking into account the soil-arching effect is independent of the Trapdoor deflection,which can not fully satisfy the requirements of the present engineering design.

Taking into account the soil-arching effect of overlaying soil and the large deformation of the horizontal reinforcement,the analysis model was presented for the force and deformation of horizontal reinforcement subjected to the trench void by dividing the horizontal reinforcement into the sliding area and the void areas.