Modification History
Not Applicable
Unit Descriptor
Unit descriptor |
This unit of competency specifies the outcomes required to apply footing and geomechanical design principles to buildings up to three storeys and not exceeding a maximum floor area of 2000 square metres. It includes the identification, classification, calculated positioning and sizing of all structural footing that form foundation components of the project. |
Application of the Unit
Application of the unit |
This unit of competency supports the attainment of the understanding and skills to apply footing and geomechanical design principles to buildings up to three storeys within the context of relevant legislation, the Building Code of Australia (BCA) and Australian standards. |
Licensing/Regulatory Information
Not Applicable
Pre-Requisites
Prerequisite units |
Nil |
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Employability Skills Information
Employability skills |
This unit contains employability skills. |
Elements and Performance Criteria Pre-Content
Elements describe the essential outcomes of a unit of competency. |
Performance criteria describe the performance needed to demonstrate achievement of the element. Where bold italicised text is used, further information is detailed in the required skills and knowledge section and the range statement. Assessment of performance is to be consistent with the evidence guide. |
Elements and Performance Criteria
ELEMENT |
PERFORMANCE CRITERIA |
1. Evaluation of slope instability. |
1.1. Effect of soil and rock strength on slope instability is evaluated and recorded. 1.2. Modes and mechanics of slope instability are researched and documented. 1.3. Methods to stabilise slopes are researched and documented according to standard specifications . |
2. Analyse retaining wall requirements according to the structure. |
2.1. Retaining structures and systems suitable for various situations and soil types are identified adhering to legislative requirements and the application of footings and geomechanical principles . 2.2. Active and passive earth pressure and water pressure applicable to various retaining structures is determined. 2.3. Earth pressures on a gravity retaining wall are determined and analysed according to required structure for stability. |
3. Determine footing design requirements according to situation. |
3.1. Net safe bearing pressure for a footing on a clay soil is calculated without error. 3.2. Allowable bearing pressures for footings on granular soil from in-site penetration test results are calculated without error. 3.3. Long-term consolidation effects for footings on clay soils are analysed and recorded. 3.4. Behaviour of footings on soils under earthquake conditions is researched and documented. |
4. Determine requirements for compaction of soil fill. |
4.1. Maximum soil properties , including dry density and moisture content relationship, for a soil is analysed and recorded. 4.2. Techniques for compaction control and performance of compaction plant in consideration of maintenance requirements are identified and documented. |
Required Skills and Knowledge
REQUIRED SKILLS AND KNOWLEDGE |
This section describes the skills and knowledge required for this unit. |
Required skills |
Required skills for this unit are:
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Required knowledge |
Required knowledge for this unit is:
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Evidence Guide
EVIDENCE GUIDE |
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The evidence guide provides advice on assessment and must be read in conjunction with the performance criteria, required skills and knowledge, range statement and the Assessment Guidelines for the Training Package. |
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Overview of assessment |
This unit of competency could be assessed in the workplace or a close simulation of the workplace environment, provided that simulated or project-based assessment techniques fully replicate construction workplace conditions, materials, activities, responsibilities and procedures. |
Critical aspects for assessment and evidence required to demonstrate competency in this unit |
A person who demonstrates competency in this unit must be able to provide evidence of the ability to:
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Context of and specific resources for assessment |
This competency is to be assessed using standard and authorised work practices, safety requirements and environmental constraints. Assessment of essential underpinning knowledge will usually be conducted in an off-site context. Assessment is to comply with relevant regulatory or Australian standards' requirements. Resource implications for assessment include:
Reasonable adjustments for people with disabilities must be made to assessment processes where required. This could include access to modified equipment and other physical resources, and the provision of appropriate assessment support. |
Method of assessment |
Assessment methods must:
Validity and sufficiency of evidence requires that:
Assessment processes and techniques should as far as is practical take into account the language, literacy and numeracy capacity of the candidate in relation to the competency being assessed. Supplementary evidence of competency may be obtained from relevant authenticated documentation from third parties, such as existing supervisors, team leaders or specialist training staff. |
Range Statement
RANGE STATEMENT |
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The range statement relates to the unit of competency as a whole. It allows for different work environments and situations that may affect performance. Bold italicised wording, if used in the performance criteria, is detailed below. Essential operating conditions that may be present with training and assessment (depending on the work situation, needs of the candidate, accessibility of the item, and local industry and regional contexts) may also be included. |
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Standard specifications include industry-standard specifications and may be: |
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Soil types include: |
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Legislative requirements are limited to: |
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Application of footings and geomechanical principles includes: |
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Footing must be suitable for: |
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Soil properties include: |
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Maintenance requirements include identification of: |
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Unit Sector(s)
Unit sector |
Construction |
Co-requisite units
Co-requisite units |
Nil |
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Functional area
Functional area |