Advances in Materials Science and Engineering / 2017 / Article / Tab 2

Research Article

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

Table 2

Comparison of the peak internal force.

Contrastive analysisThe maximum bending moment /kN·mThe maximum shear force
/Kn
The biggest pile reaction
/kpa

Traditional pile retaining wall53471.326144.383455.30
Self-balance retaining wall15764.543678.982365.12
Percent29.48%59.87%68.45%

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