# DEGREE REGULATIONS & PROGRAMMES OF STUDY 2015/2016

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# Undergraduate Course: Soil Mechanics 2 (CIVE08019)

 School School of Engineering College College of Science and Engineering Credit level (Normal year taken) SCQF Level 8 (Year 2 Undergraduate) Availability Available to all students SCQF Credits 10 ECTS Credits 5 Summary This course introduces the basic concepts of the mechanics of soils. It covers the fundamental multi-phase nature of soils, provides an understanding of soil description and classification, the effective stress concept and elementary seepage and compaction problems. Course description LECTURES L1 Introduction to soil mechanics Aims and challenges of geotechnical engineering. Structure of the course. Course content. References with comments. Engineering units and dimensions. Introduction to laboratory programme. L2 Mass-volume relationships 1 Multiphase nature of soils. Volume relationships: void ratio, porosity, degree of saturation. Mass relationships: water content, bulk density, solid density, dry density, unit weight, submerged unit weight, specific gravity, relative density. L3 Mass-volume relationships 2 Soil phase diagram. Worked example. L4 Mass-volume relationships 3 Further examples. L5 Nature and formation of soils Definition of a soil. Physical and chemical weathering. Residual and transported soils. Clay soil. L6 Description and Classification of soils Soil description and classification (BS593 ). Material and mass characteristics of a soil. Particle size analysis, grading curves, effective grain size and uniformity coefficient. Limit tests (BS1377). Plasticity chart. Engineering applications of the Atterberg limits. L7 Effective stress concept 1 Principle of effective stress. Physical interpretation. Total and effective vertical stress and pore water pressure. L8 Effective stress concept 2 Total and effective stresses. Worked example. L9 Effective stress concept 3 Partially saturated soils. Capillary head. Worked example. L10 Stresses in soils 1 Geostatic stress condition. Lateral stress coefficient. Horizontal and vertical stresses. Normal and overconsolidation. Ko condition. L11 Stresses in soils 2 Definition of stresses in two dimensions. Mohr's diagram method of stress analysis. Total and effective stress Mohr's circles. Worked example. L12 Stresses in soils 3 Further worked examples. L13 Permeability of soils 1 Flow of water through soil: total head, pressure head. Darcy's law: hydraulic gradient, permeability coefficient k, typical values of k, Hazen's equation. Laboratory measurement of permeability: constant head permeameter and falling head permeameter. L14 Permeability of soils 2 Reliability of laboratory measurement of permeability. Field methods of measurement: well pumping test. L15 Seepage in soils 1 One-dimensional seepage: effective stress under seepage, critical hydraulic gradient, quick sand phenomenon, piping failure. Two-dimensional seepage: steady state flow and transient flow, assumptions and derivation of differential equation for 2-D seepage. L16 Seepage in soils 2 and concluding remarks Flow net construction and uses in the solution of geotechnical seepage problems. Worked example. Recap on the main aspects of the topics covered in this course. L17 Theory of compaction Definition of compaction. Soil properties and definitions: air voids, dry density, phase relationships. L18 Laboratory compaction tests Light compaction, heavy compaction, vibratory compaction. Field density determination: sand replacement, core cutter. Optimum moisture content and maximum dry density. L19 Field compaction plant Smooth wheeled rollers, pneumatic-tyred rollers, vibratory compactors, sheepsfoot rollers. L20 Revision TUTORIALS Tutorial exercises are given with supervised tutorial classes. The aim is to give the students ample opportunities to develop skills in applying the theories and methods learned to solve elementary geotechnical engineering problems. The exercises cover a great variety of elementary geotechnical problems in varying degrees of difficulty. Tutorial Exercise 1 Mass-volume relationship and soil classification: This tutorial is intended for developing skills in basic calculations of the masses and volumes of the different components of a soil. Exercises for soil description and soil classification are also included. Tutorial Exercise 2 Total and effective stresses: This tutorial is intended for students to develop skills in calculating the pore water pressure, total and effective geostatic stresses given the soil profile. Exercises for using Mohr's circle method of stress analysis are also included. Tutorial Exercise 3 Permeability and Seepage: This tutorial is intended for developing skills in solving geotechnical problems relating to soil permeability and seepage. The student should become familiar with the deduction of coefficient of permeability from different laboratory and in-situ methods, and the solution of 1-D and 2-D seepage problems. Tutorial Exercise 4 Compaction: Phase relationships; compaction curves; air void contours. LABORATORIES Laboratory classes are undertaken in the Soil Mechanics Laboratories. The students work in groups under the supervision of a laboratory demonstrator. The aim is to train the student in proper laboratory test techniques, including the analysis of results and the evaluation of relevant properties. Laboratory 1 Determination of plastic and liquid limits: The experiments to determine the plastic limit and liquid limit of a clay soil are performed in accordance to BS1377: 1990 . The results lead to the determination of the plasticity index and the use of the plasticity chart. Laboratory 2 Compaction, maximum dry density: The experiment to determine the relationship between dry density and water content is performed in accordance to Test 12 of BS1377: 1990. The optimum water content which gives the maximum dry density for a certain compactive effort is determined. Laboratory 3 Determination of coefficient of permeability: The coefficient of permeability of a sand is determined by using a constant head permeameter. Laboratory 4 Direct shear box test: The shear strength parameters of a dry sand are measured by using a direct shear box. The stress and displacement changes during shearing are also studied. This experiment forms the first introduction into shear strength of soils, which is covered extensively in Geotechnical Engineering 3.
 Pre-requisites Students MUST have passed: Civil Engineering 1 (CIVE08001) Co-requisites Prohibited Combinations Other requirements None
 Pre-requisites None High Demand Course? Yes
 Academic year 2015/16, Available to all students (SV1) Quota:  None Course Start Semester 1 Timetable Timetable Learning and Teaching activities (Further Info) Total Hours: 100 ( Lecture Hours 20, Seminar/Tutorial Hours 10, Supervised Practical/Workshop/Studio Hours 6, Formative Assessment Hours 1, Summative Assessment Hours 4.5, Programme Level Learning and Teaching Hours 2, Directed Learning and Independent Learning Hours 56 ) Assessment (Further Info) Written Exam 70 %, Coursework 30 %, Practical Exam 0 % Additional Information (Assessment) Intermittent Assessment: 30% Degree Examination: 70% Feedback Opportunities in lectures, laboratories and tutorial sessions for direct feedback; feedback on each coursework submission; start-stop-continue in Week 4 Exam Information Exam Diet Paper Name Hours & Minutes Main Exam Diet S1 (December) Soil Mechanics 2 1:30 Resit Exam Diet (August) 1:30
 On completion of this course, the student will be able to: Demonstrate ability to explain the multiphase nature of soils and to derive quantities relating to the volumes and masses of the different phases of a soildemonstrate ability to apply the effective stress concept to solve elementary geotechnical problemsdescribe and classify a soil according to BS5930demonstrate skills in soil permeability and compaction measurement and skills in the solution of seepage related problems
 Recommended reading: J.A. Knappett and R.F. Craig, Craig's Soil Mechanics, Spon Press, 2012. T.W. Lambe and R.V. Whitman, Soil Mechanics, Wiley, SI version, 1979. Background reading: G.E. Barnes, Soil Mechanics: Principles and Practice, Macmillan, 2010. M. Bolton, A Guide to Soil Mechanics, M.D.& K.Bolton, 1991. W. Powrie, Soil Mechanics: Concepts and Applications, CRC Press, 2013.
 Graduate Attributes and Skills Not entered Keywords soil mechanics,multi-phase,soil description,stresses,Mohr's circle
 Course organiser Dr Stefanos Papanicolopulos Tel: (0131 6)50 7214 Email: S.Papanicolopulos@ed.ac.uk Course secretary Miss Lucy Davie Tel: (0131 6)51 7073 Email: Lucy.Davie@ed.ac.uk
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