Module Catalogues, Xi'an Jiaotong-Liverpool University   
 
Module Code: CEN212
Module Title: Basic Soil Mechanics
Module Level: Level 2
Module Credits: 5.00
Academic Year: 2018/19
Semester: SEM2
Originating Department: Civil Engineering
Pre-requisites: CEN110
   
Aims
The module aims to introduce the students to basic soil mechanics concepts (fluid flow, consolidation settlement and stress distributions in soil masses), and show how the fundamental principles of Soil Mechanics are applied to simple problems including the stability of slopes and pressures against earth retaining structures.
Learning outcomes 
A. Describe soils, measure their basic properties, and use these to calculate other soil parameters.

B. Calculate approximate stresses and effective stresses at any point below ground level, be able to carry out stress transformations using Mohr’s Circle, and be able to analyse laboratory stress-strain responses

C. Use graphical forms of, Bernoulli equation, Darcy’s Law, Hazens empirical formula, Young’s Equation, and the Laplace Equation during both the prediction and measurement of the interaction between a fluid and soil and on this basis solve 1D, 2D, and 3D fluid-soil interaction problems.

D. Use approximations to assess the engineering stability of inclined soil masses including: moment equilibrium, Taylors friction circle, The Fellenius method of slices, and the use of engineering design curves.

E. Generate engineering designs for shallow foundations taking into account considerations of bearing capacity and laboratory derived consolidation measurements.

F. Suggest appropriate methods by which the engineering properties of the ground can be improved given a wide range of staring materials and engineering projects, and be able to suggest appropriate methods to monitor the grounds post-engineering behaviour.


Method of teaching and learning 
The lectures are used to teach the background knowledge. Practical classes are used to teach how the real world behaviour of materials relates to the theoretical behaviour.
Syllabus 
Lecture 1: Course Introduction


Lecture 2: Basic characteristics of soil


Lecture 3: Seepage - part 1


Lecture 4: Seepage - part 2


Lecture 5: Stress transformation


Lecture 6: Effective stress


Lecture 7: Strain and soil strength 1


Lecture 8: Strain and soil strength 2


Lecture 9: Lateral earth pressure


Lecture 11: Consolidation 1


Lecture 12: Consolidation 2


Lecture 13: Settlement


Lecture 14: Estimating settlement


Lecture 15: Slope stability analysis – Basics


Lecture 16: Slope stability analysis - Curved Failure Surfaces


Lecture 17: Critical slope failure surface and slope remediation


Lecture 18: Bearing Capacity 1


Lecture 19: Bearing Capacity 2


Lecture 20: Monitoring


Lecture 21: Ground improvement


Laboratory classes: Direct shear test and Oedometer test.


Delivery Hours  
Lectures Seminars Tutorials Lab/Prcaticals Fieldwork / Placement Other(Private study) Total
Hours/Semester 48     12  12    78  150 

Assessment

Sequence Method % of Final Mark
1 Examination 70.00
2 Laboratory Report 1 15.00
3 Laboratory Report 2 15.00

Module Catalogue generated from SITS CUT-OFF: 5/26/2018 10:21:20 AM