EDGE ROCK

Brand Owner (click to sort) Address Description
EDGEROCK EdgeRock Technologies 5850 Granite Parkway, Suite 730 Plano TX 75024 EDGE ROCK;Temporary and permanent employment staffing and personnel placement services in the field of information technology;
EDGEROCK EdgeRock Technologies 5850 Granite Parkway, Suite 730 Plano TX 75024 EDGE ROCK;IT consulting; IT integration services; IT implementation and upgrade services, namely, planning, design and implementation of computer technologies for others; computer technology consulting, namely, data analysis; computer software application development; maintenance and upgrading of computer software applications; IT consulting services in the field of data center transformation, workload discovery and service mapping; managed security services, namely, computer security services in the nature of restricting unauthorized access to computer networks; onsite and remote technical support services, namely, monitoring technological functions of computer network systems; IT consulting services, namely, end point analytics; collaboration services, namely, providing temporary use of non-downloadable computer software for collaborating on shared documents;
EDGEROCK Edge Rock Wealth Management 7001 E Bellview Ave, Ste 800 Denver CO 80237 EDGE ROCK;Financial information and advisory services; Financial planning consultation; Financial planning for retirement; Insurance information and consultancy;
EDGEROCK Edge Rock Wealth Management 7001 E Bellview Ave, Ste 800 Denver CO 80237 EDGE ROCK;Financial planning for retirement; Insurance brokerage;
 

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.