PLAXIS 2D require a “Lateral Resistance ” for the embedded pile row. The manuals are not very clear as to what the resistance represents? Is it on friction ( similar to vertical skin friction?) or should include some passive resistance also ? Is it a reflection of p-y curves ( though PLAXIS 2D seems to indicate it does not). Does anyone know ? Thank you
PLAXIS 2D Embedded Pile Row
Related Articles
-
Question on implementation of sand hypoplastic model with Abaqus umat
Kunpeng Wang||Constitutive Modelling|4 |
Views 3,692
Dear all, I am a PhD student in China University of geosciences. Recently, I have been working on the simulation of a pile-soil interaction with Abaqus. I simulate the sand […] -
PM4Sand and PM4Silt models available
Katerina Ziotopoulou||Constitutive Modelling|4 |
Views 3,992
The constitutive models PM4Sand (Boulanger and Ziotopoulou 2017) and PM4Silt (Boulanger and Ziotopoulou 2018) for plane-strain earthquake engineering applications for sands, and clays and low-plasticity silts respectively are now available […] -
SANISAND 2008 Model
MOHD SAQIB||Constitutive Modelling|0 |
Views 3,283
Hello Everyone, Can anyone have umat available for SANISAND 08 (Simple anisotropic sand plasticity model)?. Paper authored by Taiebat and Dafalias. They have used a closed type yield surface. Regards […] -
Constitutive Model for clayey sand Soils Considering the Effect of Intergranular Physicochemical Forces
Mehdi Ghatei||Constitutive Modelling|0 |
Views 3,486
Hi all, I’m doing some experimental work to investigate the salinity effect on clayey sand behaviour. Is there any constitutive model considering the physicochemical forces for such materials? Regards, Mehdi -
ExCalibre Automatic Calibration
Marco Hofer||Constitutive Modelling|2 |
Views 3,448
Hello all, i hava a problem with the Oedometer curves after the automatic calibration with ExCalibre. I took the Dobrany sand dataset for an automatic calibration and then i copied […] -
Hypoplastic Model inquire
Mahmoud Hamed||Constitutive Modelling|3 |
Views 3,474
Dear Prof. David Mašín Greetings I would like to discuss with you an issue. I have a problem in my simulation on ABAQUS. The problem in the simulation results is […] -
Problem in using Hypoplastic model for sand in Abaqus.
isma khabis||Constitutive Modelling|4 |
Views 799
Hello, I am using the UMAT code for sand hypoplasticity provided by Prof. Masin — https://soilmodels.com/download/plaxis-umat-hypoplas-zip/. I am simulating Axisymmetric condition in Abaqus. To check the results given by the […] -
PM4SAND model
Mohammad Zarrabi||Constitutive Modelling|3 |
Views 3,595
Hi all, I have been trying to code the PM4SAND model for several months, but I faced some problems. I was wondering if there is anyone who worked with this […]
0 Comments
Who is Online
No one is online right now
Search SoilModels Website
Recent posts
-
Presentations from Prague Geotechnical Days 2023 including 29th Prague Geotechical Lecture by Yannis Dafalias 25.5.2023
-
Problem in using Hypoplastic model for sand in Abaqus. 17.5.2023
-
An error in the SANISAND umat runtime 8.5.2023
-
Htypoplastic Model in Miidas GTS NX 25.4.2023
-
set cavitation limit in ABAQUS/STANDARD when using SANISAND umat 2.4.2023
-
FE formulation and software 25.3.2023
-
Multi-objective analysis of the Sand Hypoplasticity model calibration 24.3.2023
-
Problem with SANISAND UMAT 7.3.2023
-
Prague Geotechnical Days 2023 (22nd – 23rd of May) with Prague Geotechnical Lecture by prof. Yannis Dafalias 28.2.2023
-
What is an appropriate damping model for dynamic liquefaction analysis of tailings storage facility in FLAC? 10.2.2023
-
Abaqus vs Plaxis – Local Convergence Tolerances 2.2.2023
-
Zbraslav sand – Cyclic tests by Charles University 17.1.2023
Recent Comments
- Francisco Mendez on Presentations from Prague Geotechnical Days 2023 including 29th Prague Geotechical Lecture by Yannis Dafalias
- Héctor Montenegro on Extended Mohr–Coulomb (EMC)
- Kassem Dib on Problem in using Hypoplastic model for sand in Abaqus.
- Isma Khabis on Problem in using Hypoplastic model for sand in Abaqus.
- Isma Khabis on Problem in using Hypoplastic model for sand in Abaqus.
- Kassem Dib on Problem in using Hypoplastic model for sand in Abaqus.
- Zhentao Liu on An error in the SANISAND umat runtime
- Arie Koot on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime
- Arie Koot on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime
- Arie Koot on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime
- Arie Koot on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime
- Zhentao Liu on An error in the SANISAND umat runtime