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Please verify this client is configured to reach a DNS server that can resolve DNS names in the target domain. In the table below, you will find error messages associated with domain join and possible resolution(s).Īn attempt to resolve the DNS name of a DC in the domain joined has failed. Students can email the tutor with any questions about the course and the tutor will be happy to help.This article describes some of the common domain join error messages and possible steps that need to be performed when you encounter these errors joining a client machine (server or workstation) to a domain. Students can also make use of the platform’s forum, a meeting point to interact with tutors and other students. These allow students and tutors to go through the course materials, exchange ideas and knowledge, and solve problems together in a virtual classroom setting. Live webinars form part of our course delivery.

Flac3d forum update#

We regularly update this course to ensure the latest news and state-of-the-art developments are covered, and your knowledge of the subject is current.

Flac3d forum download#

Students can download the materials and work through the course at their own pace. For this course, a variety of content is provided including: The course is delivered online through our easy-to-use Virtual Campus platform.

Flac3d forum code#

Module 5 – Modelling in FLAC3D 7: scripting a FISH code to conduct sequenced excavation of a shaft-tunnel in soft ground (with shotcrete and rockbolts support) Module 4 – Modelling in 3DEC 5.20: scripting a FISH code to conduct sequenced excavation of a cavern-pillar in hard rock supported by rock bolts

Module 3 – Geometrical Considerations:Creating geometries and mesh in 3DEC using a FISH function and buildinggeometries in Rhinoceros and meshing it in Griddlefor FLAC3D analysis

Module 2 – Geomechanical Considerations: Estimation of rock mass parameters and initial conditions for continuum and discontinuummodelling, calculations and scripting a FISH Code to conduct Synthetic Rock Mass (SRM) testing, advanced constitutive models, programming for the in-situ stress assignment, etc. Module 1 – An Introduction to Advanced Numerical Modelling: Where and What to Use? andmodelling steps, results analysis/interpretations, and model validation/calibrationwith real data from lab tests or field measurements

Presents the procedure of FLAC3D modelling via a case example of shaft-adit-tunnel excavated in a soft ground environment.

Establishes a step-by-step 3DEC model setup and analysis throughout a case example of a cavern-pillar constructed sequentially in a hard rock mass environment.

Introduces the procedure for estimating and coding rock mass parameters for FLAC3D and 3DEC required in advanced constitutive models.

Provides students with the practical knowledge of creating complex geometries in Rhinoceros required for modelling in FLAC3D as well as coding in FISH for 3DEC simulations.

It is envisaged that attendees will obtain gain the necessary skills to tackle challenging engineering problems via advanced numerical modelling. This course has been designed to deliver a practical understanding of the advanced numerical modelling process in FLAC3D and 3DEC (mainly scripted in FISH programming language built into these programs) in conjunction with creating geometries in Rhinoceros and Griddle. However, comprehending all these fundamental aspects through self-learning or via the extensive documentations of the modelling tools can be overwhelming, take considerable time – and in most cases impractical (This could be extremely useful to give inexperienced modellers a flying start. With increasing demands for using advanced numerical modelling for ground-structure interaction analysis, it is critical to select a correct modelling tool, represent geometries with high quality mesh, choose the most representative constitutive model, and carefully interpret the results. Three-dimensional (3D) non-linear geomechanical numerical models (e.g., 3DEC and FLAC3D) could be said to be inevitable when designers target an optimized design and when the design involves complex interactions among irregular geometries, geological structures (e.g., dykes, faults), varying stress regime, or complex scale-dependent constitutive behavior of the rock mass.