| | | |
Weight: | 30 % |
|
CRITERION # | CRITERION | MEASURES INTENDED LEARNING OUTCOME(S) |
| | | 1 | Apply the poroelastic model, Mohr-Coulomb failure model and critical state model to describe physical-mechanical behaviour of engineering soils | LO1 | 2 | Communicate physical-mechanical behaviour in terms of total stress, effective stress, stress and strain invariants, and stress history | LO3 | 3 | Formulate the behaviour of engineering soils under typical loading conditions | LO4 |
|
|
|
Assessment Task 3: Practicals |
Task Description: | Only Pracs 1 and 2 requires laboratory reports while results from Pracs 3 and 4 are to be reported in the separate design projects and no reports are required for Pracs 3 and 4. The laboratory reports should at least include the following sections: introduction, method or setup of the test apparatus, results & analyses, discussions, conclusions and references if any. The pracs are scheduled in weeks 2, 4, 8 and 10.
|
Task Length: | |
Due Date: | Refer to Assessment Description |
Weight: | 10 % |
|
CRITERION # | CRITERION | MEASURES INTENDED LEARNING OUTCOME(S) |
| | | 1 | Apply appropriate laboratory testing methods to obtain various strength parameters of engineering soils
| LO2 | 2 | Design appropriate field testing methods to evaluate strength of engineering soils under various field conditions | LO2 | 3 | Communicate strengths of engineering soils under various conditions through high quality laboratory reports | LO2 |
|
|
|
Assessment Task 4: Tutorials
|
Task Description: | The assignments covering soil shear strength, water flow through soil, and soil critical state model are used to develop, reinforce and test students' understanding of the subject. The quiz based assessments will be distributed when relevant topics are covered. The assignments will be due in week 3, 5, 7 and 9.
|
Task Length: | |
Due Date: | Refer to Assessment Description |
Weight: | 15 % |
|
CRITERION # | CRITERION | MEASURES INTENDED LEARNING OUTCOME(S) |
| | | 1 | Apply the poroelastic model, Mohr-Coulomb failure model and critical state model to describe physical-mechanical behaviour of engineering soils | LO1 | 2 | Communicate physical-mechanical behaviour in terms of total stress, effective stress, stress and strain invariants, and stress history | LO3 |
|
|
|
Assessment Task 5: Design projects |
Task Description: | Your project brief is to conduct a conceptual geohazard assessment of Tasmanian landslides to understand the process associated with the landslides in Tasmanian for the purpose of designing appropriate measures to prevent or mitigate the potential landslides in Tasmania. In particular, you are required to: 1) Conduct a survey of Tasmanian landslides, and 2) Conduct preliminary slope stability analysis on one selected Tasmanian landslide
This project will be split into 2 submissions worth 15% and 20% due in week 6 and 12, respectively.
|