Testing of rock product updated 15:03:2024
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Royal Melbourne Institute of Technology *
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Course
CIVE7783
Subject
Civil Engineering
Date
May 17, 2024
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docx
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22
Uploaded by CoachSnowSeal95
STUDENT
STUDENT - PRODUCT ASSESSMENT TASK
PRODUCT ASSESSMENT TASK
Task Number
1 of 4
Task Name
Laboratory Test 1 - Testing of Rock
Product - Point Load Strength Index
National unit/s code
VU22484
National unit/s title
Implement Site Investigation Procedures
National qualification code
22479VI
C
National qualification title
Advanced
Diploma
of
Engineering
Technology (Civil Engineering Design)
RMIT Program code
C6162
RMIT Course code
CIVE7782
Section A - Assessment Information
Duration and/or due date:
Laboratory Activity: Week 3 for Group 1 and Week 4 for Group 2
Laboratory Report Submission: Week 5 for Group 1 and Week 6 for
Group 2
Task Instructions
Type of Product (tick which applies)
☐
Project
Report
☐
Portfolio
☐
Case study
Summary and Purpose of Assessment:
This task allows you to demonstrate your ability to work in a team to conduct a Rock strength tests -
Determination of point load strength index
. You will be given verbal instructions, plans and job
specifications for the task by your assessor. You will then be required to consult with other students in
your study group/team to develop a basic test plan of rock products, take representative rock samples,
then test and analyse the results in the RMIT laboratory. You are required to submit the necessary documents to the agreed quality requirements to be deemed
satisfactory for the task.
This unit of competency sets out the knowledge and skills required to apply site investigation
procedures and geological studies, through an understanding of engineering soils, major rock and
mineral types, in accordance with AS 1726. This includes tests that are common to the behaviour of
engineering soils, in accordance with AS 1289.
In this assessment you will demonstrate your knowledge and skill that requires you to
1.
Identify site location and materials to be tested and analysed
2.
Plan test and analyse
3.
Conduct test and analyse results
4.
Document and report results
Student Instruction
1.
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STUDENT
2.
You are required to perform tasks in the Task List.
3.
You will be observed by an assessor in completing each of the steps as set out in the observation checklist. 4.
You are required to wear the correct protective clothing before commencing this assessment task. 5.
You will be assessed against the criteria as listed in the observation checklist report writing in Section B of this task. 6.
You will strive to work with minimal guidance from the supervisor and/or mentor. 7.
This assessment will be carried out during the class time under supervision in RMIT building 57 in Civil Engineering workshop [057.01.001].
8.
You must fill in the Job Safety Analysis (JSA) Worksheet and RMIT Risk Assessment Form.
TASK LISTS:
You are provided with rock samples
collected from a construction site from RMIT University/other
location as suggested by your teacher. You are required to conduct Point Load testing
. The Point load
test is an index test by which the rock is classified according to the strength. The test can be used to
estimate other characteristics of intact rocks with which it correlates, such as uniaxial compressive and
tensile strength. Task 1:
You must read and sign the Job Safety Analysis (JSA) Worksheet
to understand the
OHS/WHS and environment requirements for the rock samples
test task. Ensure that you follow the
requirements and risk control measures in preparation of the work area. Download the JSA Worksheet
from CANVAS. (PC 1.1, 1.2, RS 2)
Task 2:
Use RMIT Risk Assessment Form to conduct risk assessment for the site. You will identify
environmental hazards (i.e. liquid waste, dust, excessive noise), safety and equipment hazards,
document the risk control measures and implement in consultation with the assessor. Download Risk
Assessment Form from CANVAS. (PC 1.3, 1.5, RS 1) Task 3:
Follow OHS/WHS requirements during carrying out plan test and analyse, conduct test and
analyse results and document the report (PC 2.1, 3.1, 4.1) Task 4:
Refer to the rock sample test work request
provided below. Follow the procedures provided
to conduct the task in Appendix A: Laboratory Testing Procedures. Consult with your assessor to
analyse the tasks and coordinate the work effectively. (PC 1.4)
1.
Obtain resources and equipment needed for the task in accordance with Appendix A:
Laboratory Testing Procedures (PC 1.6)
2.
Set up and calibrate sample testing equipment and record in accordance to Job Safety
Analysis (JSA) and Australia Standard (PC 2.2, 2.3, 2.4, 3.4,RS2, RS4, RS5)
3.
Ensure to store the equipment according to the Job Safety Analysis (JSA) (PC 3.2)
4.
Plan, test and record the rock sample in accordance to Australian Standards [AS 4133.4.1 -
2007 Reconfirmed 2016]/local standard or regulation in Appendix A: Laboratory Testing
Procedures (PC 1.6)
a.
Prepare the rock samples according to AS 4133.4.1. (PC 2.5)
b.
Carry out/conduct laboratory Point-Load test using the Point Load Testing equipment.
(PC 3.3, RS 3, 5, RK 2, 10, 42) c.
Discuss unexpected situations like difficulties to get the correct representative rock
samples, handling the equipment, etc. with your assessor on the soil test and using
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STUDENT
equipment. (PC 3.6) d.
Identify the methods for dealing with unexpected situations on the basis of safety and
specified soil test outcome (PC 3.7)
e.
Use Appendix B: Point-Load Test worksheet to record and analyse the results (PC 3.5, 4.2, RS 6) f.
Use report criteria provided in Section B to report the soil test and outcomes (PC 4.2,
RS 7)
g.
Store and archive the results according to the Appendix A: Testing Procedures.(PC 4.3)
Conditions for assessment
You must be observed undertaking this assessment task by a qualified assessor
You can negotiate a suitable time and location for assessment at least one week prior to the assessment taking place
You must complete the task within the maximum allowed duration as directed by the assessor.
This is an individual assessment task. You will be assessed individually against all assessment criteria.
You can make arrangements with the assessor at least one week prior to the assessment due date if they require special allowance or allowable adjustment to this task.
If you are found in breach of assessment conditions you can be charged with academic misconduct,
have your results cancelled, be excluded from the program and receive other penalties. Penalties can also apply if your test material is copied by others.
Plagiarism is the presentation of the work, idea or creation of another person as though it is one’s own. It is a form of cheating and is a very serious academic offence that may lead to expulsion from the University. Plagiarised material can be drawn from, and presented in, written, graphic and visual
form, including electronic data, and oral presentations. Plagiarism occurs when the origin of the material used is not appropriately cited.
RMIT special consideration is to enable you to maintain your academic progress despite adverse circumstances. The process for special consideration can be found at http://www1.rmit.edu.au/students/specialconsideration
If you are a student with a disability or long-term medical or mental health condition you can apply for adjustments to your study and assessment conditions (Reasonable Adjustments and Equitable Assessment Arrangements) by registering with the Equitable Learning Services (ELS) at https://www.rmit.edu.au/students/support-and-facilities/student-support/equitable-learning-services
If you already registered with ELS and your study plan is approved, please inform your teacher if this assessment task is not adjusted in line with approved study plan.
Please ensure your full and correct name is written on this assessment task (do not use nicknames or abbreviations).
You will be assessed as satisfactory or not yet satisfactory in this assessment task. You need to achieve satisfactory (S) results in all assessments to be deemed Competent (CA).
You can appeal the assessment decision according to the RMIT Assessment Appeal Processes
Additional Instructions for Students:
Attempt ALL the questions/tasks in the Lab Report.
Performance requirement for the Lab Report.
o
Satisfactory (S) performance – answer all questions/tasks correctly.
o
Not Yet Satisfactory (NYS) performance
- did not answer all questions/tasks
correctly.
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STUDENT
Students need to achieve satisfactory (S) results in all three (3) assessments to be deemed Competent (CA).
Instructions on submitting your project/portfolio/report Students are required to read and sign Safe Work Methods Statement (SWMS) form provided by the
teacher before conducting the laboratory experiment.
Equipment/resources students must supply:
Equipment/resources to be provided by RMIT or the workplace:
Scientific Calculator
Clip Board
Writing Pad
Ruler
Long Sleeves Shirt & Long Pants
Steel Capped Safety Boots
Safety Glasses
Other appropriate PPEs as required
Computer and RMIT Internet Access
Microsoft Office suite
RMIT University Laboratory located at 057.01.001
Hard copies of the student version of this assessment task OR access to soft copies
Point Load Testing Equipment
Rock samples to conduct Point Load Testing
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STUDENT
Appendix A: Laboratory Testing Procedures
Reference: AS 4133.4.1 - 2007 Reconfirmed 2016
Method of testing rocks for engineering purposes - Method 4.1: Rock strength tests -
Determination of point load strength index
PROCEDURES:
General:
Obtain and set up the point load testing machine according the RMIT University Policy.
Perform the necessary calibration of the equipment as suggested by your teacher.
Select rock samples containing sufficient material for the required number of test specimens from
each domain of the rock mass for which point load strengths are required.
Samples in the form of core are preferred for more accurate strength classification.
Specimens shall be tested at close to their in situ moisture content.
Loading rates shall be applied without shock such that failure is obtained 30 s to 3 min after
commencement of loading.
Diametral Test:
The procedure shall be as follows:
Select core specimens with a length/diameter ratio greater than 1.0.
Insert each specimen in the loading device and close to the platens to make contact along the core
diameter, ensuring that the distance (
L
) from the contact points to the nearest free end is at least
0.5 D
, where D
is a distance between the contact points (see Figure 1).
Increase the load to failure then record the distance (
D
).
Record the failure load (
P
) and failure mode for each specimen.
Axial Test:
The procedure shall be as follows:
Select core specimens with a length/diameter ratio of 0.6 to 1.0 (see Figure 1).
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STUDENT
Insert each specimen in the loading device and close to the platens to make contact along the core
axis.
Increase the load to failure then record the distance (
D
).
Record the failure load (
P
) and failure mode for each specimen.
Figure 1: Shape Proportions and Equivalent Core Diameter of Test Specimens (AS 4133.4.1)
CALCULATIONS:
The following shall be calculated. The point load strength and point load strength index.
(i) For Diametral Tests:
(A) The uncorrected point load strength (
I
S
) from the following equation:
I
S
=
P ×
1000
D
2
where
I
S
=
uncorrected point load strength (MPa)
P
=
load at failure (kN)
D
=
platen separation (mm)
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STUDENT
(B) The point load strength index (
I
S
(
50
)
) from the following equation:
I
S
(
50
)
=
I
s
×
(
D
50
)
0.45
where
I
S
(
50
)
=
point load strength index (MPa)
I
S
=
uncorrected point load strength (MPa)
D
=
platen separation (mm)
(ii) For Axial Tests:
(A) The uncorrected point load strength (
I
S
) from the following equation:
I
S
=
P ×
1000
D
e
2
D
e
=
√
4
A
π
A
=
D×W
where
I
S
=
uncorrected point load strength (MPa)
P
=
load at failure (kN)
D
e
=
Equivalent core diameter (mm)
A
=
the minimum cross-sectional area of the plane through the platen points (mm
2
)
(B) The point load strength index (
I
S
(
50
)
) from the following equation:
I
S
(
50
)
=
I
s
×
(
D
e
50
)
0.45
where
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STUDENT
I
S
(
50
)
=
point load strength index (MPa)
I
S
=
uncorrected point load strength (MPa)
D
e
=
Equivalent core diameter (mm)
Appendix B : Point load test worksheet
Student No.
Student ID.
Name of Student
Signature
1
2
3
4
5
Type of Test: Diametral Test
Sample Number
Initial Diameter (mm)
Platen Separation (mm)
Load at failure (kN)
1
48.0
X
47.1
X
22.5
X
2
48.0
X
47.2
X
22.4
X
3
48.0
X
47.3
X
21.9
X
4
48.0
X
47.4
X
22.6
X
Type of Test: Axial Test
Sample Number
Initial Diameter (mm)
Platen Separation (mm)
Load at failure (kN)
1
48.2
X
46.1
X
23.5
X
2
48.4
X
46.2
X
23.4
X
3
48.5
X
46.3
X
23.9
X
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STUDENT
4
48.4
X
46.4
X
23.6
X
Please replace X with the last digit of your student ID.
Analyse and interpret the data and evaluate Uncorrected point load strength and point load
strength index.
Analysis and interpretation:
1.
Diametral Testing / Sample 1
(A) The uncorrected point load strength (
I
S
)
I
S
= P x 1000/ D
2
I
S
= 22.55 x 1000/ 47.15
2
I
S
= 10.14 MPa
(B) The point load strength index (
I
S
(
50
)
)
I
s(50)
= I
s
x (D/50)
0.45
I
S(50) = 10.14 x (47.15/50)
0.45
I
S(50) = 9.87 MPa The rock strength class is ( very high )
(i)
Axial Testing / Sample 1 1.
the minimum cross-sectional area of the plane through the platen points (mm
2
) A = D x W
A = 48.25 x 46.15
A = 2226.74. mm
2
2.
Equivalent core diameter (mm)
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STUDENT
D
e = √4 x A/
π
D
e
= √4 x 2226.74/3.14
D
e
= 53.26mm
3.
uncorrected point load strength (MPa)
I
S
= P x 1000/ D
e
2
I
S
= 23.55 x 1000/ 53.26
2
I
S
= 8.30 MPa
4.
The point load strength index (
I
S
(
50
)
)
I
s(50)
= I
s
x (D
e
/50)
0.45
I
s(50)
= 8.30 x (53.26/50)
0.45
I
s(50)
= 8.54MPa The rock strength class is ( very high )
2.
Diametral Testing / Sample 2
(C)The uncorrected point load strength (
I
S
)
I
S
= P x 1000/ D
2
I
S
= 22.45 x 1000/ 47.25
2
I
S
= 10.06 MPa
(D) The point load strength index (
I
S
(
50
)
)
I
s(50)
= I
s
x (D/50)
0.45
I
S(50) = 10.06 x (47.25/50)
0.45
I
S(50) = 9.81MPa The rock strength class is ( very high )
(ii)
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STUDENT
5.
the minimum cross-sectional area of the plane through the platen points (mm
2
) A = D x W
A = 48.45 x 46.25
A = 2240.81 mm
2
6.
Equivalent core diameter (mm)
D
e = √4 x A/
π
D
e
= √4 x 2240.81/3.14
D
e
= 53.43 mm
7.
uncorrected point load strength (MPa)
I
S
= P x 1000/ D
e
2
I
S
= 23.45 x 1000/ 53.43
2
I
S
= 8.21 MPa
8.
The point load strength index (
I
S
(
50
)
)
I
s(50)
= I
s
x (D
e
/50)
0.45
I
s(50)
= 8.21 x (53.43/50)
0.45
I
s(50)
= 8.46 MPa The rock strength class is ( very high )
3.
Diametral Testing / Sample 3
(E) The uncorrected point load strength (
I
S
)
I
S
= P x 1000/ D
2
I
S
= 21.95 x 1000/ 47.35
2
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STUDENT
I
S
= 9.80 MPa
(F) The point load strength index (
I
S
(
50
)
)
I
s(50)
= I
s
x (D/50)
0.45
I
S(50) = 9.80x (47.35/50)
0.45
I
S(50) = 9.60 MPa The rock strength class is ( very high )
(iii)
Axial Testing / Sample 3
9.
the minimum cross-sectional area of the plane through the platen points (mm
2
) A = D x W
A = 48.55 x 46.35
A = 2250.29 mm
2
10.Equivalent core diameter (mm)
D
e = √4 x A/
π
D
e
= √4 x 2250.29/3.14
D
e
= 53.54 mm
11.uncorrected point load strength (MPa)
I
S
= P x 1000/ D
e
2
I
S
= 23.95 x 1000/ 53.54
2
I
S
= 8.36 MPa
12.The point load strength index (
I
S
(
50
)
)
I
s(50)
= I
s
x (D
e
/50)
0.45
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STUDENT
I
s(50)
= 8.36 x (53.54/50)
0.45
I
s(50)
= 8.62 MPa The rock strength class is ( very high ).
4.
Diametral Testing / Sample 4
(G)The uncorrected point load strength (
I
S
)
I
S
= P x 1000/ D
2
I
S
= 22.65 x 1000/ 47.45
2
I
S
= 10.06 MPa
(H) The point load strength index (
I
S
(
50
)
)
I
s(50)
= I
s
x (D/50)
0.45
I
S(50) = 10.06 x (47.45/50)
0.45
I
S(50) = 9.83MPa The rock strength class is ( very high )
(iv)
Axial Testing / Sample 4 13.the minimum cross-sectional area of the plane through the platen points (mm
2
) A = D x W
A = 48.45 x 46.5
A = 2250.50 mm
2
14.Equivalent core diameter (mm)
D
e = √4 x A/
π
D
e
= √4 x 2250.50/3.14
D
e
= 53.54 mm
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STUDENT
15.uncorrected point load strength (MPa)
I
S
= P x 1000/ D
e
2
I
S
= 23.65 x 1000/ 53.54
2
I
S
= 8.25 MPa
16.The point load strength index (
I
S
(
50
)
)
I
s(50)
= I
s x (D
e
/50)
0.45
I
s(50)
= 8.25 x (53.54/50)
0.45
I
s(50)
= 8.51 MPa The rock strength class is ( very high )
ALL VALUES OF
I
S
AND I
S(50) OF DIAMETRAL TEST
I
s Values = 10.14, 10.06, 9.80, 10.06
I
s(50)
Values = 9.87, 9.81, 9.60, 9.83
ALL VALUES OF
I
S
AND I
S(50) OF AXIAL TEST
I
S
=8.30, 8.21, 8.36 8.25
I
s(50)
= 8.54, 8. 46, 8.62, 8.51
Since the number of samples are less than 10 only highest and lowest value is
discarded. REMAINING VALUE OF I
S AND I
S(50) OF DIAMETRAL TEST
I
S
=10.06, 10.06
I
s(50) = 9.81, 9.83
REMAINING VALUE OF I
S AND I
S(50) OF AXIAL TEST
I
S = 8.30, 8.25
I
s(50) = 8.50, 8.51
MEAN VALUE OF I
S
Diametral test = 10.06+10.06/2
= 10.06
MEAN VALUE OF I
S(50)
OF DIAMETRAL TEST = 9.81+9.83/2
= 9.82
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STUDENT
MEAN VALUE OF I
S AXIAL TEST = 8.30+8.25/2
= 8.28
MEAN VALUE OF I
S(50)
OF AXIAL TEST =8.50+8.51/2
= 8.53
Result:
Type of Test
Uncorrected point load strength ¿
] (MPa)
Point load strengthindex
¿¿
] (MPa)
Diametral
10.06
9.82
Axial
8.28
8.53
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STUDENT
Section B – Observation Checklist
Criteria for assessment Satisfacto
ry
Not Satisfactor
y
Comments
1.
Read, sign and submit the Job Safety Analysis (JSA) Worksheet (Available in CANVAS) to understand the OHS/WHS
and environment requirements for the task. Ensure you follow the requirements and
risk control measures in preparation of the work area. ☐
☐
2.
Identify and report hazards of the working site
Complete the
Risk Assessment
document prior to commencement of works/tasks.
accurately identify risks/hazards related to point load test.
accurately identify corrective measures
The factors of risks/hazards include:
Condition of flooring or work surface
Clear pathways between desks
Adequate lighting to allow safe access and exit
Procedures to deal with spillages, eg water, blood from cuts, etc.
liquid and solids waste
Manual handling related to carrying and operating equipment
Flying rock fragment
☐
☐
3.
Identity the right resources and equipment needed for the soil test task in accordance with enterprise procedures
Consider the following points:
☐
☐
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STUDENT
Criteria for assessment Satisfacto
ry
Not Satisfactor
y
Comments
Choose CIVI Lab/other Point Load Testing machine.
Follow AS 4133.4.1
4.
Set up and calibrate sampling testing equipment and record in accordance to Job Safety Analysis (JSA) and Australia
Standard Follow AS 4133.4.1 and instruction from
your teacher.
These may include the following points:
Check the proper functioning of the load gauge and re zero the load gauge
Calibrate the distance measurement
scale
Check the proper functioning of the hydraulic ram
☐
☐
5.
Store the equipment according to the Job Safety Analysis (JSA)
Follow AS 4133.4.1 and instruction from
your teacher.
☐
☐
6.
Prepare the soil.
Follow AS 4133.4.1 and instruction from
your teacher.
Consider the following points:
For Diametral Test, L should be greater than 0.5D
For Axial Test you should follow the relation as 0.6W<D<W
Both ends of the rock sample should be level
☐
☐
7.
Accurately using the equipment to conduct Point-Load test Follow AS 4133.4.1 and instruction from
your teacher.
☐
☐
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STUDENT
Criteria for assessment Satisfacto
ry
Not Satisfactor
y
Comments
8.
Consult with assessor to identify the methods for dealing with unexpected situations Follow AS 4133.4.1 and instruction from
your teacher.
9.
Record and analyse the results using Point-Load Test worksheet
☐
☐
10.
Follow OHS/WHS requirements during carry out plan test and analyse, conduct
test and analyse results and document the report.
You must comply with the OH&S requirements while doing practical laboratory tasks. You must take reasonable care for your own health and safety and that of others who could
be affected by your acts or omissions in
the workplace.
Correct PPE used
Identify, obtain and understand safety and regulatory requirements
Minimum requirements:
Long Sleeves Shirt & Long Pants
Steel Capped Safety Boots
Safety Glasses
☐
☐
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STUDENT
Section C – Feedback to Student Has the student successfully completed the task?
Yes No
Feedback to student:
Assessor Name
Date
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STUDENT
Some Photos:
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