text/microsoft-resx 2.0 System.Resources.ResXResourceReader, System.Windows.Forms, Version=2.0.0.0, Culture=neutral, PublicKeyToken=b77a5c561934e089 System.Resources.ResXResourceWriter, System.Windows.Forms, Version=2.0.0.0, Culture=neutral, PublicKeyToken=b77a5c561934e089 X co-ordinate\nat end X co-ordinate at end Z co-ordinate\nat end Z co-ordinate at end Number X-left X-left X-right X-right Z-bottom Z-bottom Z-top Z-top Expected length of sliding surface Expected length of sliding surface Best Fit Best Fit (all columns) Clear Filter Clear Sorting Column Chooser Filter Editor Group By This Column Group By Box Sort Ascending Sort Descending Minimum circle depth Minimum circle depth Number of planes in slip plane level Number of planes in slip plane level Object Data Object Data Description Remolding reduction factor Remolding reduction factor Requested number of slices Requested number of slices Schematization reduction factor Schematization reduction factor Start value safety factor Start value safety factor X co-ordinate\nat start X co-ordinate at start Z co-ordinate\nat start Z co-ordinate at start Requested number of slices Requested number of slices Requested number of slices Requested number of slices Requested number of slices Requested number of slices Z-bottom Z-bottom Z-top Z-top Traversal Grid Point Traversal Grid Point value not Strictly increasing in {0},{1} X X-fixed X-fixed X co-ordinate left side X co-ordinate left side X co-ordinate right side X co-ordinate right side Y Lowest slip plane level Lowest slip plane level Z Z-fixed Z-fixed Highest slip plane level Highest slip plane level Soil pressure {0} at Water pressure {0} at X Co-ordinate Automatic at boundaries Number of tangent lines at boundaries X Co-ordinate Total unit weight\nabove phreatic level Assign material Total unit weight\nbelow phreatic level The material cannot be pasted to the same row. {0} cannot be cut, as it is assigned to {1} surfaces. {0} cannot be cut, as it is assigned to {1}{2}. {0} cannot be Deleted, as it is assigned to {1} surfaces. {0} cannot be Deleted, as it is assigned to {1}{2}. The last material cannot be deleted. Cohesion, c Cohesion, c Color Color of the soil Cor c-phi\n[-] Correlation coefficient between cohesion and phi Cu bottom Cu bottom Cu gradient Cu gradient Cu top Cu top Degree of consolidation [%] Degree of consolidation [%] Degree of consolidations Degree of consolidations {0} will be deleted permanently. Description Name of the soil The materials clipboard is empty. Friction angle, phi Friction angle, phi Dh c Horizontal fluctuation scale of cohesion Dh phi Horizontal fluctuation scale of phi Invalid Input Invalid Vertical Coordinate Lateral Stress Ratio Lateral Stress Ratio Layer Information Limit value stability value Limit value stability value Materials Best fit Best fit (all columns) Clear filter Clear sorting Column chooser Filter Editor Group By This Column Group By Box Sort ascending Sort descending No layers found! No row is currently selected. N tests\nc\n[-] Number of tests to determine cohesion N tests\nphi\n[-] Number of tests to determine phi Object Data Objects Oedometer \nstiffness Oedometer stiffness POP POP Porosity \n [%] Porosity \n [%] Ratio Cu/Pc Ratio Cu/Pc Reference standard deviation for degree of consolidation Reference standard deviation for degree of consolidation Resistance Resistance Length of the section Length of the section Shear strength model Default shear strength Default shear strength Shear strength parameters Sigma Soil property Soil group Soil material Type Type Specific storage \n [-] Specific storage \n[-] Standard deviation Standard deviation Std dev\nc Standard deviation cohesion Std dev\nphi Standard deviation phi Std press\npn Standard deviation hydraulic pressure Stress table Stress table Invalid Input Tau Tau characteristic Tau mean Transmissivity Transmissivity Total unit weight above phreatic level (generally unsaturated) Total unit weight below phreatic level (generally saturated) Unit weight "Value not Strictly Increasing in {0} , {1}" Coefficient of variation contribution edge section Coefficient of variation contribution edge section Vert / tot var c\n[-] Ratio of vertical and total variance cohesion Vert / tot var phi\n[-] Ratio of vertical and total variance phi Dv c Vertical fluctuation scale of cohesion Dv phi Vertical fluctuation scale of phi Bottom level Materials Materials Top level Top level Effective tensile strength Effective tensile strength X co-ordinate\nat end X co-ordinate at end Z co-ordinate\nat end Z co-ordinate at end Object Data Reduction area Reduction area X co-ordinate\nat start X co-ordinate at start Z co-ordinate\nat start Z co-ordinate at start Angle of distribution Angle of distribution Degree of\nconsolidation [%] Degree of consolidation [%] Direction Direction angle of the line load Distribution Distribution angle of the line load Free water factor Free water factor Horizontal earthquake factor Horizontal earthquake factor Load type Load type Magnitude Magnitude of the line load Object Data Distribution of the uniform load Magnitude of the Uniform load Degree of\nconsolidation [%] Degree of consolidation [%] Vertical earthquake factor Vertical earthquake factor Width of root zone Width of root zone Force Force Point of application X X Coordinate X co-ordinate\n at end X co-ordinate at end X co-ordinate\n at start X co-ordinate at start Point of application Y Y Coordinate Point of application Z Z Coordinate Cohesion,C Degree of consolidation \n pore pressure Effective stress Hydrostatic \n pore pressure Phi Piezometric \n pore pressure Shear stress Total pore pressure Weight Bishop probalistic category Water pressure Z Soil pressure Boundary of design level influence at x Boundary of design level influence at y Diketable height [0.1 l/m/s] Left side of minimal road Start x co-ordinate restprofile Right side of minimal road Required safety in zone 1a Required safety in zone 1b Required safety in zone 2a Required safety in zone 2b Required safety in zone 3a Required safety in zone 3b Partial design Std dev design Distribution Varation total Partial design Std dev design Distribution Variation total Partial design Std dev design Distibution Std dev total Partial design Std dev design Distribution Variation total Partial design Std dev design Distribution Std dev total Bishop distribution Bishop mean Bishop std dev Van distribution Van mean Van std dev Partial design Std dev Distibution Variation total Partial design Std dev design Distribution Variation total Partial design Std dev design Distribution Variation total Partial design Std dev design Distribution Variation total