Modeling a geotextile reinforced earth embankment in Bentley Plaxis 2D
Автор: Revit for Civil Engineers
Загружено: 2021-02-18
Просмотров: 24600
Описание:
#Plaxis2D #Geotextile
In this video, I will show you how to analyse an earth embankment in Plaxis 2D that is reinforced with geotextiles at its base. I will also show you how to model a uniformly distributed load on the top of the embankment and will provide tips and some technical knowledge on some Plaxis 2D settings.
In the next Plaxis 2D tutorial, I will show you how to go and create a material model for your soil and geotextile.
Timestamps:
0:00 - Introduction
3:05 - Defining Soil Strata
5:00 - Modelling Geotextile and Earth Embankment
9:30 - Mesh Generation
9:45 - Flow Conditions
11:36 - Staged Construction and Calculation
13:30 - Results of Calculations
Soil Parameters for Soft Clay:
Material model - Mohr Coulomb
Drainage Type - Undrained A
Unit Weight = 14.7
E'= 2000 kPa
v' = 0.2
c' = 10kPa
phi = 15
Groundwater for Soft Clay:
Data set - Standard
Type - Medium Fine
kx = ky = 0.04752 (Taken from PLAXIS 2D 2018 Tutorial Lesson 5)
Here is the link to the second video that builds on the contents of this video:
• Plaxis 2D: How to create geotextiles and s...
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