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Interaction between the soil and foundation Abaqus
In this example, we intend to simulate the interaction between the soil and foundation in the Abaqus software
In Soil-Structure Interaction (SSI) , we define interaction between soil and foundation using coefficient of friction and define interaction between foundation and columns using tie constraint
This model is composed of soil , foundation and column
The length of soil is 100 m , it’s width is 70 m and it’s height is 20 m .Here the Mohr Coulomb plasticity has been used in order to define the properties of soil plasticity
The foundation is made of concrete and the columns are made of steel
The foundation is 20 m long and 14 m wide
The number of columns are 24 and they are in a one-story frame and you can see the arrangement of the columns on the foundation in this picture
In this question , the columns set in one-story frame has been utilized in order to apply the loading process to the foundation
In other words, the loading is applied to the columns and subsequently the loading is transferred from columns to the foundation
Information about this tutorial |
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Full video (Step by step) Cae file inp file Excel file (ETABS Outputs) Excel file (ETABS Outputs (Simplified)) Picture (Plan) Picture (Calculation of the friction coefficient between soil and foundation) Word file (Calculation of the applied load to the each column) | You will receive these files after purchase |
English | The language of the video |
Is 62 minutes | Duration of the video |
Is 200 MB | Size of all files |
HD, 720p | Video quality |
After payment, the download link will be sent to your email immediately | Method of receiving |
PayPal , Credit card , Tether | Payment Method |
$ 8 | Price |
Email : saeedofmoeini@gmail.com | Contact us to purchase this tutorial |
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