ROCK SOLID

Brand Owner (click to sort) Address Description
ROCKSOLID MCAFEE, JOHN KYLE 12150 HAWN FREEWAY DALLAS TX 75253 ROCK SOLID;CLOTHING, FOR THE ADVERTISEMENT OF TEXT AND ARTWORK;
ROCKSOLID DFR AQUISITION 3191 N. WASHINGTON ST., SUITE 2 CHANDLER AZ 85225 ROCK SOLID;Land vehicle accessories, namely, vehicle mounting systems composed of holders that are affixed or specially adapted to vehicles for securing cargo and utility equipment on a vehicle; vehicle utility structural parts, namely, bumpers, step platforms, cargo carriers for vehicles;
ROCKSOLID WESTROCK SHARED SERVICES 1000 Abernathy Road NE Atlanta GA 30328 ROCK SOLID;Display stands; Point of purchase displays;
ROCKSOLID RUST-OLEUM CORPORATION 11 Hawthorn Parkway Vernon Hills IL 60061 ROCK SOLID;Shelving, storage systems in the nature of storage racks, all for use in garages;
ROK SOLID ROK Solid Products, Inc 930 Cline Petty Way Lawrenceville GA 30243 ROCK SOLID;Shelves;
ROKSOLID RokSolid American Products & Services, Inc. 4733 Denver View Drive Evergreen CO 80439 ROCK SOLID;Landscaping and water garden design services;
ROKSOLID IceRok P.O. Box 900310 Sandy UT 84090 ROCK SOLID;Drinking water, glacial water, spring water, and artesian well water;
 

Where the owner name is not linked, that owner no longer owns the brand

    
Technical Examples
  1. A reservoir simulator first estimates rock displacement parameters (u, v, and w) representing rock movement in the x, y, and z directions. When the rock displacement parameters (u, v, w) are determined, "?x,y,z" (the 'x,y,z elongation strains') and "?xy,yz,zx" (the 'shear strains') are determined since "?x,y,z" and "?xy,yz,zx" are function of "u", "v", and "w" When "?x,y,z" and "?xy,yz,zx" are determined, "?x,y,z" (the 'elastic normal rock stress in x,y,z directions') and "?xy,yz,xz" (the 'elastic shear stress') are determined since "?x,y,z" and "?xy,yz,xz" are a function of "?x,y,z" and "?xy,yz,zx". When "?x,y,z" and "?xy,yz,xz" are determined, the rock momentum balance differential equations can be solved, since these equations are a function of "?x,y,z" and "?xy,yz,xz". When any residuals are substantially equal to zero, the estimated rock displacement parameters (u, v, and w) represent 'accurate rock displacement parameters' for the reservoir. When the rock momentum balance differential equations are solved, the rock displacement parameters (u, v, w), at an advanced time, are known. These rock displacement parameters (u, v, w) represent and characterize 'subsidence' in a seabed floor because subsidence results from rock movement; and rock movement results from withdrawal of oil or other hydrocarbon deposits or other fluids from an Earth formation. This 'abstract of the disclosure' is given for the sole purpose of allowing a patent searcher to easily determine the content of the disclosure in this application.