SoilWorks 2013 (V2.1)
13Pages

a New Paradigm for integrated Geotechnical Solutions SoilWorks 2013(v2.1) Release Note Geotechnical Solutions for Practical Design MIDAS Information Technology Co., Ltd.

Geotechnical Solutions for Practical Design Enhancements Pre Processing 1. [Common] Extension of CAD function 2. [Ground] Elastic Link – Fix link End 3. [Slope] Editing the Data of Arc Radius 4. [Slope] Review the Critical Height 5. [Dynamic] Improvement the Auto-generate 2D Equivalent Boundary Elements 6. [Soft Ground] Slope Coupled Analysis – Connect Water Level Analysis 1. [Slope] Cut Failure Surface Boundary and Tension Crack 2. [Slope] Additional Reinforcement Type and Advanced Option for LEM Analysis 3. [Slope] Additional LEM Analysis Method 4. [Seepage] Seepage Rate Option Post...

SoilWorkS Enhancement Command Window > Angle ypecity next point or LUndoJ :*(Jancel* Command : *Cancel* Opposite corner: Mouse right button click on the OSNAP toggle menu in the bottom of the View > Settings Grid Snap Object Snap Snap Mode © ffl Center Point H El Point Node O □ Quadrant *s □ Vertical Point [Snap Setting > Object Snap] [Display Seed] 'Geometry Create/Transform' • The boundary constraints are created automatically at the end of links. • You can prevent the modeling error using this option and resolve the discomfort which had to set Model > Element > Surface Spring Create...

SoilWorks 2013(v2.1) Release Note 3. [Slope] Editing the Data of Arc Radius • You can modify the radius data of arc failure surface (Transform, Expand/Collapse, Rotation) on the model. • Selection Filter > Grid for Arc Failure Surface 4. [Slope] Review the Critical Height • Generate an analysis case for each height by dividing the surface automatically for building height. • You can perform a parametric analysis to consider the critical height for each stage after taking into account the increase in strength through the soft ground analysis. • Limit Equilibrium Method > Parametric Analysis...

SoilWorks 2013(v2.1) Release Note 5. [Dynamic] Improvement the Auto-generate 2D Equivalent Boundary Elements • This feature creates easily the boundary elements and constraints which are used in 2D equivalent analysis. It calculates the stiffness automatically by searching the location of free ground dampers. (The meet parts between the bottom and the transmitting boundary are selected automatically.) • Model > Element > Auto-generate Boundary Element > Auto-generate 2D Equivalent Boundary [Free Ground Dampers] [Free Ground Node] 6. [Soft Ground] Slope Coupled Analysis – Connect Water Level...

SoilWorks 2013(v2.1) Release Note 1. [Slope] Cut Failure Surface Boundary and Tension Crack • You can define the failure surface combining the arc and polygonal failure surface. • You can calculate the optimal safety factor using the composite failure surface according to the site conditions and consider to the design by predicting the location where tension crack can occur. • Limit Equilibrium Method > Boundaries > Cut Failure Surface [Define Composite Failure Surface] • In most cases, crack occurs according to the shape of the strata rather than arc failure when the arc failure surface...

SoilWorks 2013(v2.1) Release Note 2. [Slope] Additional Reinforcement Type and Advanced Option for LEM Analysis • You can use the Fabric and Anchor type reinforcement which are same function with Slope/W. • You can adjust the slice segmentation and the reinforcing effect in detail and calculate the reasonable result of limit equilibrium method. • LEM > Structural Property > Anchor(LEM) • LEM > Structural Property > Strip/Fabric(LEM) [Define Anchor(LEM)] [Define Strip/Fabric(LEM)] • You can define tensile and pullout force and consider shear force of anchor as well. • The Strip and Fabric...

SoilWorks 2013(v2.1) Release Note 3. [Slope] Additional LEM Analysis Method • The detail analysis methods (Spencer, Morgenstern-Price and Sarma(Vertical Slice)) are added in the LEM analysis. • Analysis|Design > Analysis Case > Analysis Control [Analysis Method in LEM] Spencer [Factor of Safety Tendency Due to Changes in λ] X : Vertical force E : Horizontal force : Vertical to horizontal force ratio f (x) : Vertical force distribution function : Friction angle C : Cohesion h : Height of slice Analysis H force Moment Equili. Equili. Simplified Bishop Simplified Janbu Easy calculations (Hand...

SoilWorks 2013(v2.1) Release Note 4. [Seepage] Seepage Rate Option • You can take account the seepage rate of ground surface when defining the ‘Surface Flux’, and apply the different seepage rate using the function according to the slope inclination considering the geometry (slope gradient). • The review boundary option for seepage face is separated, and you can find the optimum seepage face within the earliest time. • Boundaries|Analysis > Boundaries > Surface Flux [Define the Function of Rainfall Intensity and Time] [Define Rainfall Intensity/Seepage Rate] Rainfall Intensity(q) [Define...

SoilWorksl Enhancement Command Window > Zoom Reading Results from the file. Reading Results from the file. Reading Results from the file. Reading Results from the file. Reading Results from the file. Command : ZOOM Zoom : [ln/Out/MI/Center/B<lents^Vindow] : -Hard Rock -Silty Sand •Weak Rock ■WeathBred Rock Shapes' 'Mesh Edge'

SoilWorkS Enhancement • Results > Detailed Results > Result Calculation File Name Path Name [Import Result File] il-£tnjcture Analysis Ground-Structure Analysis 0 Ground-Structure Analysis-Last Step [Load Factonl Beam Bement Forces i Beam Bement Stresses j Ground Bement Stresses Ground Bement Strains I v Ground Bement Plastic Strains £? Horizontal Displacement I'DXlV)) S Total Displacement (DXZlV)) Rotational Displacement (RYQffl l+l""^" Reactions Soil-Structure Analysis_S N B_Ground-Structure Analysis [Result of Static/Dynamic Analysis] oil-Structure Analysis _I Ground-Structure...