CIVENG 2J03 W2024 Assignment 5
pdf
keyboard_arrow_up
School
McMaster University *
*We aren’t endorsed by this school
Course
4U
Subject
English
Date
Apr 3, 2024
Type
Pages
2
Uploaded by siddiqune424
CIVENG 2J03: Engineering Geology
Winter 2024
Assignment #5
Grader: Assefa Hayelom Hailu
Due Date: March 21st, 2024, 11:59pm
This assignment is intended for individual work only, and
collaboration with others is strictly
prohibited
. By submitting your work, you affirm that you have completed the assignment independently
and have not engaged in any collaborative efforts. You
must show all your work
, including detailed
steps and calculations, as part of your submission.
All answers must be written based on the
content taught in the lecture
.
At this stage of the course, we have established that rocks are significant for two major reasons in engineering,
which are as building materials for constructions and as foundations on which the constructions are cited.
Your team has been commissioned with the construction of high-level nuclear waste repositories to store
waster from McMaster Nuclear plant.
Your task is to understand the engineering properties of the rocks
that is important in preventing migration of waste products from the disposal site. To successfully complete
this assignment, you will need to apply your knowledge of rock deformation and engineering behaviour of
rocks and soils.
N
ote:
Keep your answers concise and brief.
If you use other sources aside from class notes, consider
referencing the source using proper citations – APA style
.
1. An unconfined compression testing of a rock sample from the proposed site produced the following
stress-strain data:
[10 marks]
500
0.20
1000
0.63
2000
1.08
4000
1.55
6000
1.85
8000
2.10
10000
2.49
12000
2.78
14000
3.05
14521
failure
Stress (psi)
Strain (10
3
in/in)
a. Plot the stress-strain relationship of the sample and calculate the modulus ratio.
b. Describe the deformation processes that took place within the sample tested.
c. What could contribute to differences between stress-strain behaviour measured in the field and
that recorded in the laboratory?
Page 1 of 2
2. Point-load tests of 80-mm diameter rock samples at the potential construction site yielded the following
loads at rupture (kN): 10.2, 17.3 and 30.3. Determine the probable average unconfined compressive
strength in kPa using Figure 1 to make appropriate size correction.
[5 marks]
3. A saturated clay sample from the site in its natural state weighed 1660 g and occupied a volume of
810 cm
3
. After drying, the sample weighed 1335 g and its total volume had shrunk to 700 cm
3
. Draw
the phase diagram for the two scenario and compute the following:
[15 marks]
a. original water content, void ratio, and porosity
b. specific gravity, unit weight and dry unit weight
c. void ratio and porosity after drying
Tips on reading Figure 1
:
Horizontally trace the point-load index to the diameter at which the test was conducted to determine
the corresponding strength designation of the material.
Diagonally trace the strength designation to the 50-mm diameter to calculate the point-load strength
adjusted to a diameter of 50 mm.
Figure 1: Size correction chart for the point-load index (I
S
) as expressed in Mega N/m
2
for different strength
designation – Extremely high (EH), Very high (VH), High (H), and Medium (M).
Page 2 of 2
Your preview ends here
Eager to read complete document? Join bartleby learn and gain access to the full version
- Access to all documents
- Unlimited textbook solutions
- 24/7 expert homework help