Answer Hour - Ground Water and Pore Pressures in PLAXIS
Title: Answer Hour - Ground Water and Pore Pressures in PLAXIS Host/Presenters: Stefanos Papavasileiou, Manager, Technical Support, Geotechnical Engineering at Bentley Systems, Inc. Date/Time: 27 July 2021 at 11:00 A.M. EDT
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Greetings…
Strut elements equivalent length (x dir.)?
Dear Guys,
First of all I am new to this forum. I never knew such a forum existed.
I am modelling a steel supported braced excavations (struts). In the project the diagonal struts in the corners are 20 metres long while the horizontal (located at…
Soil collapse because of Steep Slope
Hi,
Can I know what parameter can I adjust to increase the strength of a fill material? With the conditions that saturated unit weight, dry unit weight, cohesion and friction angle have to be fixed.
Thank you
Bored piles+ground anchors in plaxis?
Dear plaxis users and geotechnical engineers,
When using plaxis to design permanent and temporary ground anchors+bored piles in plaxis 2D, the obtained values of moment, normal and shear forces are supposed to be multiplied with the out of plane distance…
Hardening Soil Model-value of power m
We are using Plaxis to assess the settlement of an embankment on firm to stiff clay soils in which the long term settlement is critical for an acceptable design. We are adopting the Hardening Soil Model with Small Strain Soil Model and are a bit confused…
New releases of PLAXIS CONNECT Edition V21.01
We are happy to announce that in April 2021 we released all-new PLAXIS versions: CONNECT Edition V21 Update 1. This includes PLAXIS 2D, PLAXIS 3D, PLAXIS 2D LE, PLAXIS 3D LE, PLAXIS Designer, and PLAXIS Monopile Designer.
CONNECT Edition V21 Update…
Rinter value
What should be Rinter value for clayey sand in case of a bored concrete pile?
SIG Workshop – Geotechnical Analysis: Seismic Behavior of Fine-grained Soils Using PM4Silt
Title: SIG Workshop – Geotechnical Analysis: Seismic Behavior of Fine-grained Soils Using PM4Silt Host: Micha van der Sloot, Senior Manager User Success – Geotechnical, Bentley Systems, Inc. Presenter: Ilaria Del Brocco,Research Engineer II – Geotechnical…
SIG Virtual Workshop: Geotechnical Analysis - Modelling Piles in PLAXIS
Title: SIG Virtual Workshop: Geotechnical Analysis - Modelling Piles in PLAXIS Date/Time: December 18, 2020 at 10:00 A.M. CET and again at 04:00 P.M. CET Presenter: Micha van der Sloot, Senior Manager User Success - Geotechnical, Bentley Systems, Inc…
Tensile cutoff in UDSM
I am attempting to model a joint between two tunnel sections.
The joint's compressive behaviour can be approximated as a tri-linear elastic. I have created (and tested) a UDSM with tri-linear properties and that seems to works.
However, because the…
Year In Infrastructure Geotechnical Live Session - Nov 04, 2020
The Year in Infrastructure 2020 Conference – the event of the year for infrastructure professionals. Hear from Bentley, users, and leading executives from around the world discuss the impact of digital twins.
On Wednesday, November 4th , the Geotechnical…
SIG Virtual Workshop: Geotechnical Analysis – PLAXIS Calculation Optimizations
Title: SIG Virtual Workshop: Geotechnical Analysis – PLAXIS Calculation Optimizations Date/Time: September 8, 2020 10:00 A.M. and 04:00 P.M. CEST Presenter: Micha van der Sloot, Manager User Success, Geotechnical, Bentley Systems, Inc.
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SIG Virtual Workshop: Geotechnical Analysis – XXL Monopiles for Offshore Wind Turbines in Homogeneous and Layered Soils
Title: SIG Virtual Workshop: Geotechnical Analysis – XXL Monopiles for Offshore Wind Turbines in Homogeneous and Layered Soils Date/Time: 11 August 2020 10:00 A.M. CEST and 04:00 P.M. CEST Presenter: Miquel Lahoz, Product Manager, Geotechnical, Bentley…
Calculation failed, will soil body inside excavation zone "collapse"?
Dear All,
The calculation failed for my excavation stage, after inspecting the fail result, I cannot find any soil body to be collapse...
Will soil body inside excavation zone "collapse"? because of the total displacement in arrow as this...
Thank…
Unwanted water load appear in sectional face when the ground surface formed by importing
Hi, I am a newbie in Plaxis 3D. I am setting the model of deep excavation with lateral support.
First, I creat the soil/existing ground by borehole only, and i set some volume to deactivate since the ground surface is not flat. And I creat all excavation…
ACCELERATE PLAXIS: Sessioni in Italiano
Benvenuti ad ACCELERATE PLAXIS in Italiano, un speciale di 2 webinar di Bentley Systems che vi aiuterà a ottimizzare e massimizzare le vostre risorse e a raggiungere con fiducia il successo nei vostri progetti geotecnici.
ACCELERATE PLAXIS - Sessione…
Accelerate PLAXIS: Sesiones en español
Bienvenido(a) a este especial de 4 seminarios virtuales de Bentley Systems, una experiencia única que le ayudará a optimizar y máximizar sus recursos y alcanzar con confianza el éxito de sus proyectos geotécnicos
ACCELERATE PLAXIS - Serie 1 (Miércoles…
SIG Workshop: Geotechnical Analysis – Working With 3D Deep Excavation in PLAXIS, Part 2
Title: SIG Workshop: Geotechnical Analysis – Working With 3D Deep Excavation in PLAXIS, Part 2 Presenter: Micha van der Sloot, Manager Technical Support, Geotechnical, Bentley Systems, Inc. Date/Time: June 9, 2020 10:00 A.M. and 4:00 P.M. CEST
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Output results when using mm units
Hello everybody,
I am trying to reproduce oedometer and triaxial test with Plaxis 2D, and when I select mm units, the strains results are not accurate; for instance, a 25 mm tall specimen subjected to loads up to 800 kPa shows a maximum vertical strain…
How would I modelling of stress/strain relaxation of clays in the CRS soil test function?
Hi,
I am wondering how it would be possible to analyse stress/strain relaxation in the CRS soil-test-facility in PLAXIS 3D?
I am currently using the Soft soil creep model and used the optimise parameter function to match with the lab data. However…
SIG Virtual Workshop - May 12 Geotechnical Analysis – Working With 3D Deep Excavation in PLAXIS
SIG Virtual Workshop: Geotechnical Analysis – Working With 3D Deep Excavation in PLAXIS Presenter: Micha van der Sloot, Manager User Success, Geotechnical, Bentley Systems, Inc. Date/Time: Tuesday, May 12, 2020 at 10:00 AM and 4:00 PM Central European…
Excavation and Lateral Supports design in Plaxis
Permanent bored piles are used as retaining wall and permanent foundation in my ELS design.
I want to consider the "at rest / long term condition" of the soil after the ELS work is completed (i.e. K0 condition in my final stage of the model), may I…
How can i obtain the CRR or CSR value from the UBC3D-PLM constitutive model?
I am modeling tailing dams in plaxis and i need to obtain the CRR or CSR value to plot it versus the N1,60 value and generate the CRR or CSR V/S N1,60 value.
Thanks and regards to all
Cyclic accumulation and optimisation tool tutorial- help!
I'm trying to undertake cyclic loading on a torpedo anchor in PLAXIS. In order to understand how to model cyclic loading on PLAXIS I tried the "PLAXIS 2D Tutorial 08: Cyclic vertical capacity and stiffness of circular underwater footing" (via the link…
SIG Virtual Workshop: Geotechnical Analysis - PLAXIS + PlaxFlow, Running a Groundwater Flow Analysis
Geotechnical Analysis SIG: PLAXIS + PlaxFlow – Running a Groundwater Flow Analysis Host: Micha van der Sloot, Technical Support Manager, Bentley Systems, Inc. Date/Time: 10 March 2020 at 10:00 A.M. CET and 04:00 P.M. CET
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Pore…