Course on Traction Models in Mud and Sand
Online 300-hour course on traction models in mud and sand. 6 modules covering ASTM D2487 (Unified Soil Classification System), ISO 17892 (geotechnical laboratory testing) and MATLAB. Assigned tutor and open enrolment.
Take the controls.
Run a real engineering trade-off from this programme. Move the sliders, watch the model react in real time and beat the challenge.
What you will be able to do
Distinguish the behaviour of cohesive mud and frictional sand.
Apply traction models to cohesive soils.
Apply traction models to frictional soils.
Obtain terrain parameters through field and laboratory testing.
Validate the models with measurements on a real machine.
Use the models to predict mobility and traction.
Develop a traction model applied as a final project.
Who it's for
- Terramechanics engineer who wishes to specialise in traction models in mud and sand.
- Off-road vehicle dynamics engineer who wishes to specialise in traction models in mud and sand.
- Researcher in wheel-soil interaction who wishes to specialise in traction models in mud and sand.
- Mobility testing engineer who wishes to specialise in traction models in mud and sand.
- Simulation engineer who wishes to specialise in traction models in mud and sand.
- Geotechnical engineer in mobility applications who wishes to specialise in traction models in mud and sand.
- Graduates in engineering or science seeking to join off-road vehicle manufacturers.
What you'll work with
- ASTM D2487 (Unified Soil Classification System)
- ISO 17892 (geotechnical laboratory testing)
- ASTM D3080 (direct shear test)
- ASABE S313 (cone penetrometer for soils)
- ASABE S296 (traction terminology)
- EN ISO 22476 (geotechnical field testing)
6 modules · 300 h
1.1Mud behaviour under shear1.2Sand behaviour under sinkage1.3Cohesion versus internal friction1.4Moisture and its decisive role1.5Why general rules fail1.6Available traction on each soil1.7Resistance to motion on each soil1.8Operator experience versus the model1.9Terminology and units1.10Workshop: characterisation of two soils
2.1Traction equation with cohesion2.2Shear stress versus displacement2.3Effect of tread on soil shear2.4Sinkage and compaction resistance2.5Adhesion and bogging2.6Model for tracks in mud2.7Model for wheels in mud2.8Required parameters and how to obtain them2.9Limits of validity of the model2.10Practice: traction calculation in mud
3.1Traction equation with friction3.2Effect of contact pressure3.3Sinkage in loose sand3.4Flotation and its calculation3.5Bulldozing resistance3.6Effect of sand density3.7Model for wheels in sand3.8Model for tracks in sand3.9Parameters and their measurement3.10Practice: traction calculation in sand
4.1Cone penetrometer4.2Plate loading test and bevameter4.3In situ direct shear test4.4Moisture and density measurement4.5Spatial variability of the terrain4.6Number of tests required4.7Statistical treatment of data4.8Common sources of error4.9Terrain databases4.10Practice: characterisation campaign
5.1Drawbar pull test5.2Measurement of slip and speed5.3Minimum required instrumentation5.4Model versus measurement comparison5.5Adjusting parameters to the real case5.6Result uncertainty5.7When the model is not valid5.8Test documentation5.9Technical validation report5.10Practice: validating your own model
6.1Sizing the undercarriage6.2Choosing tyres or tracks6.3Performance prediction in a project6.4Route and access planning6.5Design of acceptance tests6.6Use in simulation and training6.7Communicating results to the client6.8Common application errors6.9Documented real cases6.10Final project: traction study in mud and sand
How you'll learn
Fully 100% online training on the SEIUM campus, with downloadable material, recorded classes and an assigned technical tutor. There are no fixed timetables: students progress at their own pace within the intake, which makes it possible to combine study with work.
Each module combines theory, guided reading of the original standard and applied exercises. The working software is MATLAB, Python (NumPy, SciPy), Project Chrono, PLAXIS, in free, academic or evaluation versions. Tests are studied using real procedures for soil shear and penetration testing, model validation with an instrumented machine, and fitting of Bekker and Wong parameters. Assessment is continuous, module by module, plus the final integrative project.
Build it end to end
Your final project follows the real engineering workflow, step by step, reviewed by your tutor.
Distinguish the behaviour of cohesive mud and frictional sand.
Apply traction models to cohesive soils.
Apply traction models to frictional soils.
Obtain terrain parameters through field and laboratory testing.
Validate the models with measurements on a real machine.
Where this takes you
Requirements
- No prior degree is required.
- Internet connection and a computer capable of running the programme's software.
- A sufficient level of Spanish to follow technical standards.
Ready to start?
Send your application today. Our admissions team replies within 72 hours with your study plan and funding options.
Frequently asked questions
The programme consists of 300 hours in total, spread over 3 to 5 months. That is between 10 and 15 hours per week on average, compatible with a full-time job.
The programme uses MATLAB, Python (NumPy, SciPy), Project Chrono and PLAXIS. Free, academic or evaluation versions are used, and the tutor indicates the free alternative where one exists.
An in-house SEIUM diploma upon passing the continuous assessment and the integrative project. This is in-house training, not an official qualification from the Ministry.
Yes. Modules passed in a course or postgraduate diploma in the same area can be recognised towards the advanced programme. Check the recognition policy when you enrol.
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