slip line

slip line

[′slip ‚līn]
(crystallography)
References in periodicals archive ?
$322,000 to be used in Susquehanna County to slip line nearly 4,500 linear feet of existing deteriorated clay sanitary sewer lines in Susquehanna Borough.
The conical shock interacts with the reattached shock on the blunt body shoulder, forming a slip line to match the transition between flow across two shock waves, which is exactly a shear layer due to viscosity.
As shown in Figure 1(b), if a potential slip surface in the upslope mass of the pile is assumed to be logarithmic spiral, the formula of the log-spiral slip line can be expressed as (see Notation for all symbol explanations)
"The one thing that can be guaranteed is McCoist will have Rangers fighting all the way to the finish to take any slip line and looking t full advantage of a up by Celtic.
The book covers the theory and application of such topics as limit analysis, slip line field theory, crystal plasticity, sheet and bulk metal forming, and the use of finite element analysis.
Analytical solutions to plastic contact problems are essentially confined to slip line th eories of rigid-perfectly plastic solids with simple geometries.
The Drucker-Prager yield criterion has successfully been used to describe the plastic behavior of plastics (8) and the slip line patterns around notch tips in plastics under remote tension and compression (9).
By televising the line, they found that the torpedo end of the slip line had not been cut off properly during installation, thus, blocking the opening of the pipeline and causing a backup.
Contract Awarded for Ae cps for slip line sewer pipe repairs
Tenders are invited for work includes replacement of the drainage pipes approx 548 lf of 36" rcp with new rcp, slip line including construct inlets, manholes replacement of curbing, speed bumps, and all other related work.
Installing a 36 HDPE Slip Line into an existing 48 corrugated pipe (BCCMP), installing bulkheads and grouting.
Work includes 1 LS erosion and sediment control; 1 LS slip line culvert A; 1 LS slip line culvert B; 1 LS slide gate; 1 LS bridge; 4.76 ac clearing and grubbing; 3,147 CY of excavation in the dry; 1,293 CY of excavation in the wet; 70,000 SY of geotextile; site restoration.