Plaxis 2D V20: Lesson 2 Submerged Construction of an Excavation
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- Опубликовано: 28 май 2020
- Lesson 2: Submerged Construction of an Excavation
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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Thanks alot.
Thanks
thank u
It seems that you did not lower the GWL inside the D-wall. May I know how to change the GWL during staged excavation? Thanks.
Can you please do the examples in dynamics also.. Rayleigh and surface wave??
Sir please Guide how to design soldier pile with strut in plaxis 2d
anyone who has/have download link for this plaxis ????
It would be helpful if you explain it
Every time I finish the construction stage and try to run the last step-calculation, the system tells me the phase 1 can’t be calculated, every time!
why is equivalent length of the fixed end anchor(strut) 15m in the x direction. I understand the struts are spaced at 5m apart
Equivalent length in X direction is 15m because we model it only half of problem, meaning total length of strut is 30m.
@@EngineerHunter why can’t u model the whole 30m excavation? In reality the force on 2 sides are normally different
This is tutorial model only. In reality, we study it base on real site conditions.
Sir, if we do excavate 30 metre width. Then can we provide 30mtere long strut with the help of fixed end anchor tool?
Yes, you can but you need to make sure to use equivalent properties.
How do you determine tue stiffness of tue strut ?
You can determine the stiffness of strut by computing from the strut member cross section. Normally, you are required to know the section to compute the I or A and the E of material.
@@EngineerHunter thanks for the answer. But in the fixed end anchor to take in account the symmetry of the model do you determine the stiffness like : Es • Astrut /(L/2) or just like : Es • Astrut /L?
Thanks alot.