Sentence examples for joint cohesion from inspiring English sources

Statistical analysis of the results shows the dominant influence of the joint tensile strength over the joint cohesion and the absence of interaction between these two parameters.

Table 1 Properties of model ground and rock bolt Model ground Rock bolt Parameters Value Parameters Value Weight density 20.0 kN/Material Steeleel bar (SD35) Uniaxial compressive strength 18.5 MPa Weight density 78.5 kN/m3 Joint friction angle 32° Joint cohesion 0 MPa Modulus of elasticity 200,000 MPa RQD 75%% Diameter Φ16 mm RMR 51, fair.

Since 1997, the EIB has been given a joint cohesion and convergence remit by the European Council to invest in health, education, urban regeneration, green technology and support for small and medium firms.

In this paper we present the principles of a methodology for studying the impact of mining subsidence on masonry buildings, using numerical experimental designs, statistical analysis and surface responses, where the subsidence is the input variable, joint tensile strength and cohesion are the control variables and the total length of cracks is the output variable.

The modified shear creep model shows promising results for estimation of failure time, shear creep deformation and long-term stability of a rock slope for cases where planar-type failure occurs along a crack or joint surfaces in which no cohesion exists in the crack or joint surface contacts.

We also show that defects in Elg1 lead to higher precocious sister chromatid separation, and that Ctf18 and Elg1 affect cohesion via a joint pathway.

That would mean building on a culture of cohesion and tackling the issues that require joint sacrifice — like reducing deficits, fixing Medicare and Social Security and reforming health care.

The study focuses on the improvement of the cohesion strength of CFRP-to-substrate bonded joint by means of mechanical anchors built with the same fibers as the composite and plugged, in the substrate, like "nails".

The interface between the backfill and the rock mass is represented by a joint in Phase 2. This joint is assigned a cohesion of 0 and an interface friction angle being 2/3 of the backfill friction angle (( upphi^{prime } ) = 30°).

Following this inter-intine cohesion, additional deposition of sporopollenin with a joint layering of the four microspores further strengthened this connection.

Secondly, a modified joint contact model subjected to the Mohr-Coulomb failure criteria based on distributed cohesion instead of concentrated cohesion, was proposed to ensure the accuracy of the simulation by 3-D DDA.