Advances in Materials Science and Engineering / 2017 / Article / Tab 1

Research Article

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

Table 1

The design parameter.

Rock propertyNatural density
kN/m3
Saturated unit weight
kN/m3
Cohesive force
/kpa
Internal friction angle
φ
Resistance coefficient
k/MN/m3

Filled soil1820028
Highly weathered rock23.524.5
The middle weathered rock26.723.8249033.6120

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