Sentence examples for interface friction capacity from inspiring English sources

The design methods used for soil mass structures, such as mechanically stabilised earth (MSE) structures, are based on soil/reinforcement anchorage models which require the knowledge of the soil/reinforcement interface friction capacity.

Parameters such as pile weight (Wp), amount of steel reinforcement (As), pile circumference (M), pile initial axial capacity (P), and pile soil interface friction angle has not been investigated by GP.

chemical bond and interface friction.

Theoretically for the determination of uplift capacity of the pile, the angle of internal friction of soil computed from the direct shear test results are used for the concrete-soil interface friction angle.

Interface friction angle between different materials is a very important parameter in the designs of mechanically stabilized earth (MSE) as it corresponds directly to pull out capacity of a reinforcement strip.

For concrete driven pile, the effect of concrete soil interface properties on estimation of skin frication capacity is reliably well predicted by relevant equations for example Nordlund [1], However, for bored in-situ concrete pile both qualitative and quantitative assumptions are made on the influence of interface friction.

The interface friction angle also matched shear box test results.

Zinc stearate was used to lubricate the die, punch, and butt to reduce interface friction.

In fact, most technology efforts are concerned with reducing interface friction.

Measurements were made of coefficient of restitution and interface friction.

The interface friction angle is adjusted to maintain the pipe roughness at a value of 0.8 of the soil friction angle throughout the analysis.