shear strength

This also requires the parts to have a high shear strength.

Low shear strength has been the primary reason for limited range of applications.

A number of factors will influence the nail–soil interface shear strength.

It does not allow for differences in shear strength based on different strain rates.

Eight different sets of soil shear strength parameters are used in the assessment.

How easily these layers can be separated is referred to as shear strength.

The shear strength of this peat was found to be very low and it had a high water content.

Previously published data are inadequate to explain the high natural shear strength of oil sand.

The pavement shear strength is then related to the maximum torque.

Shear strength is the measured ability of a material to resist structural failure.

The paper discusses the residual shear strength of tropical soils.

The study gives no basis for evaluating the accuracy of the measured shear strength values.

These increase the shear strength of the confined soil, which:

The shear strength of the material could be described by a Mohr–Coulomb failure criterion.

Analytical models for the shear strength and stiffness of the wall are derived.

Papercrete has very good shear strength as a block.

For rock the test is generally restricted to rock with (very) low shear strength.

The test is, however, standard practice to establish the shear strength properties of discontinuities in rock.

If this test is performed with different normal loads, the common shear strength parameters can be determined.

It requires densification to increase its bearing capacity and shearing strength.

The following equations need to be adjusted if the shear strength is greater than σ/2.

Requests material thickness, length of punch perimeter, and shear strength.

This results in the shear strength increasing and consolidation of the slope occurring during the construction period.

The triaxial test can be used to determine the shear strength of a discontinuity.

Water then increases the pore-water pressure and reduces the shearing strength of the material.