intermediate principal stress

The stability of deep tunnel shows the phenomenon of intermediate principal stress effect and interval characteristics.

The magnitudes of the maximum and the intermediate principal stress are high; and both of them are very close.

and the deviatoric stress-strain curves rise with increasing intermediate principal stress coefficient b.

So the effect of the intermediate principal stress on the calculated results of the Rankine's earth pressure is a critical factor.

Study of bearing capacity of foundations considering both effects of intermediate principal stress and three-dimensional stress state

Calculation of resistance coefficient of adjoining rock for pressure tunnels considering effect of intermediate principal stress

An Empirical Formula Determining Intermediate Principal Stress of Cohesionless Soil under Plane Strain Condition

Influence of Intermediate Principal Stress on Elastic-plastic Solution of Expansion of Sphere Cavities

Influence of Intermediate Principal Stress on the Ultimate Bearing Capacity of Foundation

Calculation of Active Earth Pressure Considering the Effect of the Intermediate Principal Stress

The influence of intermediate principal stress on studying the characteristic of soil

Rigorous similarity solution of cavity expansion in soil taking the effect of intermediate principal stress into account

Evaluation of effect of intermediate principal stress on sand shear strength;