Analysis of Stress Characteristics and the Engineering Application of the Self-Balancing Retaining Wall

Table 2

Comparison of the peak internal force.

Contrastive analysis	The maximum bending moment /kN·m	The maximum shear force; /Kn	The biggest pile reaction; /kpa
Traditional pile retaining wall	53471.32	6144.38	3455.30
Self-balance retaining wall	15764.54	3678.98	2365.12
Percent	29.48%	59.87%	68.45%