Plaxis 2D V20: Lesson 1 Case B, Settlement of Circular Footing on Sand

Lesson 1: Case B, Settlement of Circular Footing on Sand
Flexible Footing.
After installation, you can find Plaxis 2D V20 manuals in C:\Program Files\Bentley\Geotechnical\PLAXIS 2D CONNECT Edition V20\manuals.
PLAXIS is program that has been developed specifically for the analysis of deformation, stability and flow in geotechnical engineering. The input procedures enable the enhanced output facilities provide a detailed presentation of computational results.
Plaxis 2D V20 full videos:
Playlist: • Plaxis 2D V20
Lesson 1 Case A, Settlement of Circular Footing on Sand • Plaxis 2D V20: Lesson ...
Lesson 1 Case B, Settlement of Circular Footing on Sand • Plaxis 2D V20: Lesson ...
Lesson 2 Submerged Construction of an Excavation • Plaxis 2D V20: Lesson ...
Lesson 3 Dry Excavation Using a Tie Back Wall • Plaxis 2D V20: Lesson ...
Lesson 4 Dry Excavation Using a Tie Back Wall - ULS • Plaxis 2D V20: Lesson ...
Lesson 5 Construction of a Road Embankment Part 1/2 • Plaxis 2D V20: Lesson ...
Lesson 5 Construction of a Road Embankment Part 2/2 • Plaxis 2D V20: Lesson ...
Lesson 6 Settlements Due to Tunnel Construction • Plaxis 2D V20: Lesson ...
Lesson 7 Excavation of an NATM Tunnel • Plaxis 2D V20: Lesson ...
Lesson 8 Cyclic Vertical Capacity and Stiffness of Circular Underwater Footing • Plaxis 2D V20: Lesson ...
Lesson 9 Stability of Dam Under Rapid Drawdown • Plaxis 2D V20: Lesson ...
Lesson 10 Flow Through an Embankment • Plaxis 2D V20: Lesson ...
Lesson 11 Flow around a Sheet Pile Wall • Plaxis 2D V20: Lesson ...
Lesson 12 Potato Field Moisture Content • Plaxis 2D V20: Lesson ...
Lesson 13 Dynamic Analysis of a Generator on an Elastic Foundation • Plaxis 2D V20: Lesson ...
Lesson 14 Pile Driving • Plaxis 2D V20: Lesson ...
Lesson 15 Free Vibration and Earthquake Analysis of a Building • Plaxis 2D V20: Lesson ...
Lesson 16 Thermal Expansion of a Navigable Lock • Plaxis 2D V20: Lesson ...
Lesson 17 Freeze Pipes in Tunnel Construction • Plaxis 2D V20: Lesson ...
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A flexible circular footing with a radius of 2.0 m is placed on dry sand
The objectives are:
a) To calculate the maximum settlement when the footing is subjected to a vertical distributed stress of
150 kN/m2.
b) To satisfy the required boundary conditions and to optimise the model geometry size by placing the
bottom horizontal boundary far enough from the footing.
How you do this?