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Exam (elaborations)

Assignment Critical State Soil

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Assignment Critical State Soil












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Uploaded on
August 11, 2022
Number of pages
39
Written in
2022/2023
Type
Exam (elaborations)
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lOMoAR cPSD| 4137554




Assignment 1 Report Final


Assignment 1: Critical State
Soil
Mechanics




SGS788

MV Harmse
29040192




March 2015




Downloaded by Kwaku Asiedu ()

,
, lOMoAR cPSD| 4137554




ASSIGNMENT 1: CRITICAL STATE SOIL MECHANICS




MASSŸN VERNON HARMSE




A project report submitted in partial fulfilment of the requirements for the

module of




Theoretical Soil Mechanics (SGS788)




In the




FACULTY OF ENGINEERING




UNIVERSITY OF PRETORIA



March 2015




i


Downloaded by Kwaku Asiedu ()

, lOMoAR cPSD| 4137554




PROJECT REPORT SUMMARY ASSIGNMENT 1: CRITICAL
STATE SOIL MECHANICS
MASSŸN VERNON HARMSE


Supervisor: Professor Heymann

Department: Civil Engineering

University: University of Pretoria

Module: SGS 788 Theoretical Soil Mechanics



This report contains the author’s response to various questions posed by Prof Heymann for
the purpose of this assignment. Any assumptions made and calculations used during the
completion of the assignment are also contained in this report.

The aim of the assignment is to allow the author to apply critical state soil mechanics theory
and then utilize the results to draw conclusions about the tested sample. The assignment
process will equip the author with a better understanding of the critical state soil mechanics
and allow the author to better understand and interpret the results from a triaxial test. This
report contains the following:

• Calculation and presentation of the effective stress paths in p’ vs. q’ space and p’ vs. ʋ
space.
• Determination of critical state parameters.
• Making use of first principles to obtain the stress state and/or excess pore pressure of the
soil in undrained and drained tests.
• Making use of the Cam Clay model to calculate and plot the state boundary surface and
state path in undrained and drained tests.
• Calculating shear- and volume strains for undrained and drained triaxial tests in undrained
and drained tests.
DECLARATION

I, the undersigned hereby declare that:

I understand what plagiarism is and I am aware of the University’s policy in this regard;




ii


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