3D Soil Modelling (Geometry)
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- Annice McDaniel
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1 3D Soil Modelling (Geometry) Soil Profiling1 Description: This step shows how to import bolehole log data from a spreadsheet into GTS in preparation of soil modelling. Step Open GTS.exe 2. Main Menu: Geometry > Point > Tabular Input. 3. Load From File > Data.txt 4. Points from "Point Coordinate Table" is now generated as Compound entities. 5. Geometry > Explode > Select Shape (Compound) 6. OK Soil Profiling2 Description: This step shows how to create a surface profile. Step Change persepective to Front View. 2. Main Menu: Geometry > Surface > Create Point Face 3. Select 16 points " Surface One." 4. OK 5. Create "Surface Two" Repeat steps 1 ~ 4 Translate1 Description: This step demonstrates how to determine a center point of an object and translate. Step 3. Step 4. > Create Point. 2. Select Points 1 ~ Click Preview & OK. 4. Main Menu: Geometry > Translate. 5. Select all 35 Object Shapes point vector. 7. Click inside first entry box. 8. Select the generated Center Point. 9. Enter Coordinates Update Distance. 11. OK. Page 1 of 9
2 3D Soil Modelling (Geometry) Translate 2 Description: This step shows how to translate the two surfaces 10 meter below (0 0 0) Step 5. > Translate. 2. Select all 35 Object Shapes point vector. 4. Deselect X & Y 5. Enter Coordinates in first entry. 6. Select the generated Center Point. 7. Enter Coordinates (0 0-10). 8. Update Distance. 9. OK. Position Working Plane Description: Working Plane allows users to create 2D geometric entities on a specific plane reference. This step demonstrates how to position the Working Plane. Step 6. > Work Plane > Move. 2. x - Axis: Plane: point vector. 4. Deselect X & Y 5. Enter Coordinates in first entry. 6. OK (Before) (After) Moving Work Plane (Toggle Grid ON) Adjust Grid Size Description: This step demonstrates how to adjust the grid size and generate a solid object. Step 7. Step 8. > Work Plane > Grid Setting. 2. Uniform Grid Size : 1 Number: OK. 4. Main Menu: Geometry > Curve > Create on WP > Rectange (Wire) 5. Main Menu:Geometry > Generator Feature > Solid. 6. Change filter to "Wire." Wireframe extended to the furthest end points and withing surface layer boundary edges! Page 2 of 9
3 3D Soil Modelling (Geometry) Generate Solid ground (Core) Description: This step demonstrates how to generate a solid from a wireframe and introduce surfaces which represent the soil layer. Step 9. Step Main Menu:Geometry > Generator Feature > Solid. 2. Change filter to "Wire." 3. Select Wire profile Point Vector: Point Vector: Update Length 7. OK. 8. Main Menu: Geometry > Solid > Divide. 9. Select Solid. 10. Dividing Tools: Surface One & Surface Two. 11. OK. Generate Solid (Extensions) Description: This step demonstrates how to generate a solid from the surface of a solid to complete the entire ground modelling. Step 11. Step Change to Top View. 2. Main Menu:Geometry > Generator Feature > Solid. 3. Select 3 surface profile lying in the XZ-plane. 4. Length: Repeat procedures 6. 1~ 4 Reverse direction is referenced from GCS Generate Solid to model ground (Extensions) Step 13. Step Change to Top View. 2. Main Menu:Geometry > Generator Feature > Solid. 3. Select 9 surface profile lying in the YZ-plane. 4. Length: Repeat procedures 1~ 4 Reverse direction is referenced from GCS 6. Main Menu: Geometry > Repair > Merge Face- Edges Page 3 of 9
4 3D Soil Modelling (Geometry) Consolidating solids Description: This step demonstrates consolidate solid objects that have common material attributes. Step Show only bottom solid objects. 2. Main Menu:Boolean Operation > Fuse. 3. Select any solid as Master. Select other 8 solid objects as Tools. 4. Merge Faces: ON 5. Apply. 6. Repeat procedure for Sub Layer 2 & Sub Layer 2. Check Duplicates Description: Check Duplicates for two or more solids in contact are displayed as yellow surfaces. Ensures matching solid objects for proper nodal connectivity. Step 16. > Check > Duplicates. 2. OK. Page 4 of 9
5 3D Modelling of Pile Mat Foundation (Geometry) Create Mat foundation structure Description: Generate a 2D wireframe at surface level and extrude wireframe to 0.6m. Step 1. Step 2. > Curve > Create on WP > Rectangle (Wire) 2. Input One Corner Location: Input Diagonally Opposite Corner: Main Menu: Geometry > Generator Feature > Extrude 5. Change Filter: Wireframe 6. Select Mat Wireframe Profile 7. Select Local z-axis. 8. Length : 0.6m 9. Name: Mat 10. OK. Mat Foundation & Ground relationships Description: This step demonstrates how to introduce the mat foundation profile to the ground by using the Boolean Cut function. Step 3. Step 4. > Boolearn Operation > Cut 2. Master: Subsoil 1 Tool: Mat Foundation 3. Delete Tool Objects: OFF 4. Main Menu: Geometry > Generator Feature > Extrude 5. Change Filter: Wireframe 6. Select Mat Wireframe Profile Subsoil 1 (Master) 7. Select Local z-axis. 8. Length : 0.6m 9. Name: Mat 10. OK. 1 > Check Duplicates > APPLY Page 5 of 9
6 3D Modelling of Pile Mat Foundation (Geometry) Generate Pile Group (Free Head) Description: This step demonstrates how to model pile groups with free head. Step 5. > Point > Create. 2. Using grid table as reference, create nine (9) points with equidistant spacing of three (3) meters. Generate 3D Lines Description: Create 3D lines and connect each point by selecting first the top point to bottom. Can either create each 3D line individiually or create one 3D line and translate uniform copies in equidistant spacing of 3m. Step 6. Step 7. > > Transform > Translate 2. Select the nine (9) point objects Point Vector: Z ONLY 4. Non-Uniform Copy. 5. Distance: OK 7. Main Menu: Geometry > Curve > Create 3D > Line. 8. Input Start Location: Input End Location: Translate Edges Description: Create 3D lines and connect each point by selecting first the top point to bottom. Can either create each 3D line individiually or create one 3D line and translate uniform copies in equidistant spacing of 3m. Step 8. Step 9. > > Transform > Translate 2. Select one (1) edge object Point Vector as shown in figure. 4. Uniform Copy: 5. OK Distance: 3 Number of 2 6. Repeat procedure and translate three (3) edge objects. Page 6 of 9
7 Mesh Generation of Solids & 3D Pile elements Import Attributes Description: Import attbributes from an example *.gtb file. Step Main Menu: Model > Property > Attribute 2. Import 3. Locate example file. 4. Click ALL 5. OK & Close Please refer to online help manual for more details about Attribute, Property, and Material assignments. Mesh solids Description: In general areas where high and low stress gradients have dense or coarse element sizes respectively. In this case, we will generate a dense mesh round the mat foundation and generate a transition elements that extend to the outer boundaries of the model. Step Main Menu: Mesh > Auto-mesh > Solid 2. Element Size: Attribute ID: 4 4. Mesh Set Name: Mat 5. Repeat Procedure for ground solid objects using automatic key function. It is important to keep strict mesh set naming conventions. 3D Pile Elements Description: Pile elements in GTS are first generated using beam elements that are meshed with number of division of one. Subsequently, interface elements are applied to beam elements in order to simulate the SSI between the soil and pile and embedded pile in the mat. Step 12. Step Display all edges pertaining to piles. 2. Main Menu: Mesh > Auto-mesh > Edge 3. Number of Div: 1 4. Attribute ID: 5 5. Mesh Set Name: Pile 6. OK. 7. Main Menu: Model > Element > Create Pile 8. For Pile(3D) Element Attribute ID: 6 9. OK. Page 7 of 9
8 Analysis: Boundary Conditions & Self-weight Ground Supports Description: Ground support function can automatically detect and apply all constraints which are needed for simple geometrical shapes such as a square or rectangle. Step Show all mesh sets. 2. Main Menu: Model > Boundary > Ground Supports 3. BC name: BC 4. OK. Pile Supports & Self Weight Description1: Initially each beam element was meshed with 2-nodes. These nodes remain unconstrained after applying an interface element. Therefore, only the beam elements require rotational constraints to be applied about the Z, i.e RZ. Description2: Self-weight is assigned a unit value of -1 for Z-axis. The gravity is assigned under project settings control panel. Step 15. Step Show only beam elements. 2. Main Menu: Model > Boundary > Supports 3. BC name: BC Pile 4. DOF: RZ ONLY 5. OK. 6. Main Menu: Model > Load > Self-Weight 7. Load Set: SW 8. Load Factor: Z = -1. Define Construction Stage Description: Define Construction Stages involves activating or deactivating elements. Stage 1: Insitu ( Clear Displacement) > Ground elements, BC, SW Stage 2: Installation > Activate Interface, Beam, Mat, BC PILE. Step 17. Step Main Menu: Model > Construction Stage > Define Construction Stage 2. Click New to create Stage 1 (Insitu). 3. Stage Name: Insitu 4. Drag & Drop sets as shown in Step Click New to create Stage 2 (Installation) 6. Drag& Drop sets as shown in Step 18. Page 8 of 9
9 Analysis: Boundary Conditions & Self-weight Analysis Case Description: An analysis case must be defined in order for the solver to accept analysis type of construction stage. Step Main Menu: Analysis > Analysis Case 2. Add 3. Name: TEST 4. Analysis Type: Construction Stage 5. Click Analysis Control 6. Initial Stage for Stress Analysis: ON 7. Ko : ON 8. OK > OK > CLOSE 9. Main Menu: Analysis > Solve... Page 9 of 9
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