Dennis Waterman suggested an answer to this:
Manuel Kraehenbuehl asked a question in GeoStudio | PLAXIS > GeoStudio | PLAXIS Forum:
Evaluation of the groundwater inflow in excavation

Hello everyone

I would like your advice on how you would assess the following situation.

We have an excavation pit, constructed with a diaphragm wall which remains open for quite a long time. The subsoil is very dense. We only want to relax the groundwater...
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- Manuel Kraehenbuehl in reply to Dennis Waterman
  
  Hi Dennis
  
  Thanks for your help. This explains why the size of the model is defining the water pressure distribution.
  
  I analyzed as followed:
  
  When setting Steady state Groundwater flow
  
  The Interpolate (orange) or Global water lever (blue) are not relevant...
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- Dennis Waterman in reply to Manuel Kraehenbuehl Suggested Answer
  
  Dear Manuel,
  
  Indeed as you say, options like Interpolate are only used when generating pore pressures from Phreatic levels (by the way, be aware that Interpolate interpolates the pore pressures only in vertical direction, not in horizontal direction)...
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Mike Dattilio suggested an answer to this:
Adnan Aslam asked a question in AutoPIPE > AutoPIPE Forum:
Guide support forces & displacement on vertical subsea riser guide

Hi

Am modelling a subsea riser attached to a jacket platform. The model includes beams at various elevation points representing the sliding clamps (as well as a fixed clamp at the model extent modelled as an anchor). These are setup as per guidance here...
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- Adnan Aslam in reply to Mike Dattilio
  
  Hi Mike
  
  Thanks for getting back - I've raised a case & sent .apc file for model in question.
  
  As for the first part of the question/response; I've now got doubts about whether the load cases are set up correctly or not. But first results for GRT1P1...
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- Mike Dattilio in reply to Adnan Aslam Verified Answer
  
  Greetings,
  
  Thank you for sending your model for review. I have updated this WIKI here with more reasons on why displacement results may be more than the gap distance setting. In this case, it was found that the model had impose support displacement that...
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Dan Roberts edited this:
Stephen Evason in OpenGround | gINT | Keynetix > OpenGround Wiki:
Template Studio Release Notes
The below information will take you through the updates that are specific to this application. For more general information and product update videos, please see the general New Release page.

v10.0.1.1915

Released 12th December 2023
- Fixed a bug where...
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Leonard Jones edited this:
Jesse Dringoli in MicroStation > MicroStation Wiki:
Running VBA in Batch Process Job with MSBATCH
Product: MicroStation Version: 2023 Environment: N\A Area: Batch Processing Subarea: MSBATCH Problem
Running VBA in Batch Process Job with MSBATCH
Solution
Follow these steps to run VBA in a saved Batch Process Job using MSBAT...
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Modestas edited this:
Modestas in RAM | STAAD | ADINA > RAM | STAAD | ADINA Wiki:
Postprocessing workflow

Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: STAAD,Pro Support Solutions Subarea: STAAD.Pro Postprocessing workflow Original Author: Bentley Technical Support Group
This page...
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Modestas in RAM | STAAD | ADINA > RAM | STAAD | ADINA Wiki:
**WARNING** LOAD BEYOND ITS LENGTH. FULL LENGTH ASSUMED.

Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Postprocessing workflow Subarea: N/A Original Author: Bentley Technical Support Group
In the Output file such warnings are reported...
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Jesse Dringoli replied to this:
Shu Zi asked a question in Bentley 中国优先社区 > ◆ 水力学和水文学(WaterGEMS, SewerGEMS, HAMMER等):
水泵倒转

模拟水泵突然停电工况

方案1：仅在泵后设置了两阶段截止阀，阀门参数如下：

方案2：泵后设置两阶段截止阀，阀门参数同上，并在阀门出水总管上设置了气压罐。

存在疑惑如下：1、方案1中8.5s阀门已经完全关闭，为什么阀门和水泵之间仍有水流

2、方案2中，为什么有截止阀水泵还会出现倒流。
- 6 days ago
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- Shu Zi in reply to Scott Kampa
  
  传不了，还有其它办法吗
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- Jesse Dringoli in reply to Shu Zi
  
  从截图来看，您似乎是直接在回复中附加文件。您是否先将文件压缩成了 ZIP 文件？(从截图中我无法确定）
  
  斯科特发送的文章中有第二个选项，即使用 "安全文件上传 "程序： https://communities.bentley.com/p/secure_file_upload
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Leonard Jones replied to this:
stefan_bernsdorf asked a question in MicroStation > MicroStation Forum:
No file history when changing _USTN_HOMEPREFS

Dear Community,

I changed the Microstation CONNECT configuration on application level by setting _USTN_HOMEPREFS to a different value. The new .upf file is used, but unfortunately the file history is not stored in the .upf file any more. Any older entries...
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- Leonard Jones in reply to stefan_bernsdorf
  
  Kindly log a support case if this is still an issue.
  5 days ago
  
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- Leonard Jones
  
  Bug 1336954 has been logged by our QA team.
  
  Kindly log a support case and the Bug will be linked to the case.
  1 hour ago
  
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John Drsek replied to this:
John Drsek asked a question in MicroStation Programming > MicroStation Programming Forum:
[.net CONNECT MS Update 17] find named boundary from drawing boundary callout?

really struggling here. i want to find a named boundary. I want to start from my sheet model and find all the drawing boundaries on the sheet model.

i start off by looping the elements in the sheet model and finding all the drawing boundary call out things...
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- Jan Šlegr in reply to John Drsek
  
  Quick comments, because I am no a way:
  
  John Drsek said:
  when i try to get the properties i only get one property (DrawingName)
  
  As you discovered, to use ClassDefinition.Properties(false) is often bad idea. EC classes are defined? Often they are inherited...
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- John Drsek in reply to Jan Šlegr
  
  thanks Jan,
  
  when using Target.GetAsString("FileName") i do get an exception saying it was not found.
  
  i guess since the drawing boundary has a link to both the design model and the drawing model. i was thinking there would be multiple ElementAnnotationLinksRelationships...
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Dennis Waterman suggested an answer to this:
G. G Liu asked a question in GeoStudio | PLAXIS > GeoStudio | PLAXIS Forum:
How to calculate the safety factor of slope after earthquake?

I want to use strength reduction method to calculate the safety factor of slope after earthquake, but the safety calculation procedure is not allowed after dynamic calculation in PLAxis 2D software. May I ask how to solve this problem?
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- Azhar Ali in reply to Dennis Waterman
  
  Dear Dennis,
  
  Thank You for your swift reply, but the Factor of Safety I am getting is slightly more during the phase of EarthQuake (1.272) than the Static case (1.260). Generally, This should not be the case. Can you please put some more light on this...
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- Dennis Waterman in reply to Azhar Ali Suggested Answer
  
  Why should the factor of safety after a dynamics calculation not be different from the factor of safety in the static case? It would make sense if they were different since the stress state is probably different.
  
  With kind regards,
  
  Dennis Waterman
  1 hour ago
  
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vincent leong seng asked a question in GeoStudio | PLAXIS > GeoStudio | PLAXIS Forum:
How to added elevation in result for 1D consolidation?

This is the result after run analysis...

So.. i found this elevation only..how to add other elevation such as i need to see the 2meter, 4 meter and 5.5 meter every filling of soil? There only show negatif value (height)...
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jorge tapia replied to this:
jorge tapia asked a question in OpenFlows | Water Infrastructure > OpenFlows | Water Infrastructure Forum:
EPS RESULTS

Hello, I have a problem with the EPS analysis, when I run the analysis in the program it shows me in the demand flow a curve that oscillates between two values, and not a curve assigned to the demand pattern, I don't know why it happens, does anyone know...
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- jorge tapia in reply to Scott Kampa
  
  The file is not that big but the page tells me this:
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- Jesse Dringoli in reply to jorge tapia
  
  Jorge, what is the file size? Try the second option mentioned in the article (secure file upload) and reply here with the file name and any special steps needed to reproduce the problem.
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Lidija Belcikova edited this:
Laisvune Valackaite in iTwin Services > Synchronization Wiki:
Missing Data

Here you will find an explanation and best practices for solving Missing Data related synchronization errors.

Category: Missing Data

Missing data errors are a common issue in Synchronization. Understanding the missing data errors requires a knowledge of what...
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- 3 months ago
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Johannes Renner edited this:
Kaustubh Page in iTwin Services > Design Insights Wiki:
Power BI Data Connector


1.     Introduction
This document outlines the steps required to setup iModel data connector for Power BI
2.     Prerequisites 2.1. Power BI Desktop
You’ll need Power BI Desktop (free BI tool)

https://powerbi.microsoft.com/en-us/downloads/
2.2. Connector... Read more.
Ankit Kulkarni suggested an answer to this:
Ana Illescas asked a question in OpenFlows | Water Infrastructure > OpenFlows | Water Infrastructure Forum:
Low pressures - WaterGEMS

Hi,

I'm modelling a network and I'm getting very low pressures on the rising main( from Tank 1 to Tank 2) I have 2 PS on the raising main, from the second pump to the end of the rising main( Tank) there is a huge elevation difference and the low pressures...
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- Ankit Kulkarni Suggested Answer
  
  Hello Ana,
  
  I tried working on your model and found that the nodes near the tanks are at nearly the same elevation as the water level in the tank. it will be difficult to get at least 1 bar pressure at this junction. If you check the pressure zone manager...
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Nurfaiza Mat in MAXSURF | MOSES | SACS | OpenWindPower > MAXSURF | MOSES | SACS | OpenWindPower - Wiki:
***ERROR - A system error in calculation of interpolation weights
Product(s): SACS Version(s): 23.00 Area: Suction Bucket
Problem
SACS indicates the following error when I tried to create the spring in SACS:

Please advise how to rectify the errors.
Solution
This error is usually associated with a mismatch...
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- 2 hours ago
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Matthias Heise suggested an answer to this:
Jared Kolinek asked a question in MicroStation > MicroStation Forum:
3D Shared Cells Edge display ignoring Display Style settings

I've been plugging along in this 3D model for months and just recently my shared cells started ignoring the Display Style settings. The edges are displaying as the color of the level they are associated with and not what the Display Style setting is set...
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- Gabriel Balcells in reply to Carl Myhill
  
  Hello Carl,
  
  thank you for your answer. I may have explained it wrong.
  
  In my previous post, in the last point "6: selected the newly placed cell and changed its color"
  
  -> Changing the color is something I did voluntarily.
  
  The issue is, that...
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- Matthias Heise in reply to Gabriel Balcells Suggested Answer
  
  Hi Gabriel,
  
  It seems that I am looking for the same as you and the others in this post. Could you try to switch the setting in the edge display tool for meshes to "standard" on the right. Maybe this will help.
  
  Regards
  
  Matthias
  2 hours ago
  
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Johannes Lerch edited this:
Sayanti Das in OpenBuildings | AECOsim | Speedikon > OpenBuildings | AECOsim | Speedikon Wiki (Deutsch):
Installation von OpenBuildings Designer - Deployment Image
Produkt(e): OpenBuildings Designer Version(en): CONNECT Edition Umgebung: N/A Produktbereich: Installation Produktunterbereich: N/A

Die Erstellung eines Deployment-Images bietet den Benutzern eine einheitliche Installation, die...
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Johannes Lerch edited this:
Marc Thomas in OpenBuildings | AECOsim | Speedikon > OpenBuildings | AECOsim | Speedikon Wiki:
Installing OpenBuildings Designer from Deployment Image
Product(s): OpenBuildings Designer Version(s): CONNECT Edition Area: Installation Subarea: Deployment Image

Creating a Deployment Image offers users a consistent installation that can run without further interaction on multiple machines...
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Muthu Raja earned the Ask A Question II achievement.
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