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Tutorial 7: Two Walls: Backfill and Excavation Deep Excavation LLC DeepEX 2015 – Advanced course1.

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Presentation on theme: "Tutorial 7: Two Walls: Backfill and Excavation Deep Excavation LLC DeepEX 2015 – Advanced course1."— Presentation transcript:

1 Tutorial 7: Two Walls: Backfill and Excavation Deep Excavation LLC DeepEX 2015 – Advanced course1

2 DeepEX is a software program for braced excavations in soils with 2D limit-equilibrium and non-linear analysis methods, and structural verification of all elements (with AISC, ASD, Eurocodes). It offers the ability to analyze walls with multiple braces (tiebacks) in multilayered soils. The non-linear analysis considers elastoplastic behavior for the whole soil-wall-support system. The program also offers the ability to perform traditional limit-equilibrium analyses. The graphical interface is completely interactive and the input is simplified to a great extend. The program utilizes archives of wall types, structural and soil materials, ground anchors etc. The analysis can be performed in either an utlimate state or at a service state (allowable design, LRFD, or Eurocode 7 design approach methods). The program offers the ability to automatically set all critical settings according to the desired design methodology. Corso Paratie, Milano 30 settembre 2009 INTRODUCTION DeepEX 2015 – Advanced course2

3 Change the Surface Level to -3 m Go to the General Tab and press the Move Model Elevation button Change the Elevation to -3 m and select All Boreholes Press Ok DeepEX 2015 – Advanced course Change units to metric

4 Set sizes and other standards to metric Go to design tab Design codes can be changed by clicking on the CODE button or on the drop down

5 At Stage 0, go to Model Tab and press the Add 2 nd Wall button. Add 2 nd Wall DeepEX 2015 – Advanced course

6 By double-clicking on the wall, you can change the wall properties Edit Wall Section DeepEX 2015 – Advanced course

7 Edit Left Wall Data Set the top Wall Elevation to 0 Change the Wall Depth to 7m Press Ok Press Edit Section Data DeepEX 2015 – Advanced course

8 Edit Left Wall Section Properties Select a Sheet pile wall Select a Sheet pile AZ 19 Section Press Ok DeepEX 2015 – Advanced course

9 Edit Right Wall Data Set the top Wall Elevation to 0 Change the Wall Depth to 15m Press Edit Section Data Change the Wall x- coordinate to 20m DeepEX 2015 – Advanced course

10 Edit Right Wall Section Properties Select a Sheet pile wall Select a Sheet pile AZ 25 Section Press Ok Add a new Wall Section DeepEX 2015 – Advanced course

11 Press Ok Apply the new Wall Section Select and apply the new Wall Section DeepEX 2015 – Advanced course

12 Add a new Stage and a tieback 1. Press the Add Stage button 2. Select “Draw ground anchor” to draw the tierod 3. Select the two Walls to add the tieback DeepEX 2015 – Advanced course

13 Edit Tieback Properties Change the tieback’s Elev. z-coordinate to -2.5m Press Ok Press Edit Press Add New Tieback Section Select D32 and 1 bar (Grade 150) DeepEX 2015 – Advanced course

14 Edit Tieback Properties Press Ok Select Tieback Section DeepEX 2015 – Advanced course

15 Add a new Stage and Backfill 1. Press the Add Stage button 2. Change the Left and Center Elevation to 0 DeepEX 2015 – Advanced course

16 Add a new Stage and Excavate 4m to the right side 1. Press the Add Stage button (stage 4) 2. Change the Right Elevation to -7 DeepEX 2015 – Advanced course

17 Calculate Design Section Press Calculate Selected Design Section DeepEX 2015 – Advanced course

18 Result summary (when completed)

19 Results – Wall Deflections, Stage 3 Press Dx to show Wall Deflection Press to show min, max values

20 Results – Wall Moment, Stage 3 Press to show Wall Moment Press to show Wall Moment Capacity Press to Show Env. to display envelope for all stages

21 Results – Wall Shear, Stage 3 Press to show Wall Shear Press to show Wall Shear Capacity

22 Results – Support Reactions, Stage 3 Press to show Support Reaction

23 Interaction between two walls When Limit-Equilibrium is performed with Non-linear analysis, program calculates interaction surcharge on lower wall as a percentage of the resisting pressures.

24 Horizontal soil pressures From elastoplastic analysis


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