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Lecture8_Soil Mineralogy_Students

Course: CIVE 353, Spring 2012
School: Waterloo
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353: CIVE Geotechnical Engineering 1 Soil Mineralogy Instructor: Dipanjan Basu Lecture 8 Composition of Earth Composition of Sand, Gravel and Nonplastic Silt Most Common _______________ Silica Tetrahedron (SiO4)4Quartz Structure of Quartz - Tetrahedra forming Frameworks (SiO2)n Gravel, Sand and Silt _______ Particles Product of _________ Weathering Non-clay Minerals Silicates (__________, Feldspar, Mica)...

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353: CIVE Geotechnical Engineering 1 Soil Mineralogy Instructor: Dipanjan Basu Lecture 8 Composition of Earth Composition of Sand, Gravel and Nonplastic Silt Most Common _______________ Silica Tetrahedron (SiO4)4Quartz Structure of Quartz - Tetrahedra forming Frameworks (SiO2)n Gravel, Sand and Silt _______ Particles Product of _________ Weathering Non-clay Minerals Silicates (__________, Feldspar, Mica) Carbonates (Calcite, Dolomite) Sulfates (Gypsum ) Iron Oxides Aluminum Oxides Type of Bonding in Gravel, Sand and Silt _________________ attraction between oppositely charged free ions that gained their charge through loss or gain of electrons _________ one or more electrons shared by two atomic nuclei Composition of Clay Clay Minerals ______ Minerals ________ Minerals ________ Clay Minerals Other Clay Minerals Clay Minerals Product of __________ Weathering Quite ___________ to Further Weathering _______ End-Products Contains Basic Building Blocks ____________ and ____________ Very Small Particles - _____, Tubular, etc. Have __________________ Adsorbs Cations Clay Minerals Silica ______________ Sheet Aluminum/Magnesium ____________ Sheet Al ___________ Sheet Mg _________ Sheet Clay Minerals Types of Bonding in Clay Minerals Within Layer Ionic Covalent Interlayer ________________ fluctuating dipole bonds ______________ positive end of a dipole is attracted to the negative end of an adjacent molecule 1:1 Minerals Kaolinite Very Strong _________ ________ between Layers Gibbsite 1:1 Minerals Serpentine Brucite 1:1 Minerals Halloysite _________ and ____________ Forms Formed in _______________ Gibbsite WATER MOLECULES Same Chemical Composition as Kaolinite Smectite Minerals Montmorillonite Weak Bonding __________________ + Cations in Water _________ can move in and out Gibbsite WATER + Cations Smectite Minerals Saponite Brucite WATER + Cations Micalike Clay Minerals Have resemblance with the chemical structure of ______ _______ (most common) and __________ ______ is quite similar to ________ with slightly more silicon, magnesium, iron, and water and slightly less tetrahedral aluminum and interlayer Gibbsite POTASSIUM Micalike Clay Minerals Illite Strong ____________ Clay Bond Gibbsite POTASSIUM Micalike Minerals Vermiculite Brucite Calcium WATER MOLECULES Magnesium Other Clay Minerals Chlorite Minerals Other Clay Minerals Chain Structure Clay Minerals - _____________ __________ like Particles Clay Minerals Summary ________________ Silica Sheet _____________________ __________________ or Magnesium or Magnesium Clay Minerals Summary 1:1 Minerals (_____________) Smectite Minerals (_______________) Mica Like Clay Minerals (__________) Other Clay Minerals Clay Minerals Perspectives Smectite Minerals _________________ ________ Clay _______________for Construction Kaolinite and Illite ______ for Construction Clay Minerals Perspectives Atterberg Limits Clay Minerals Perspectives Plasticity Chart Clay Minerals Perspectives _____________ A PI A= clay fraction (%) PI = _________________ Gives an estimate of the _______________ capacity of Clay Greater A Greater Influence of Clay % on Soil Behavior Clay Minerals Perspectives _____________________ Surface Area _____________________ = Volume Greater _______________ ___________predominate over _________ Relevant for ________ NOT for ________ Clay Minerals Perspectives The __________________ approach is ___________ In actual mineral, ___________________ and _______- layering or ________________ structures are common ________________of the basic units does not necessarily form the ____________ occurring minerals Isomorphous Substitution Presence of a ________ other than the _______ normally found in an octahedral or tetrahedral structure without change in _________________ is Isomorphous Substitution Cations (of ____________) replace other cations (of ______ valency) ________Replaces Al3+ ________ Replaces Si4+ Fe2+ Replaces ________ Typically occurs during mineral formation when there is relative ___________ of one cation with respect to the Problem Laboratory tests on a soil sample yielded the following results: Liquid limit = 54% Plastic limit = 25% In situ water content = 29% % finer than 0.002 mm = 18% Determine the liquidity index and comment on its consistency. Find the activity of the soil and comment on its nature. Classify the soil with the help of the plasticity chart. Problem
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Waterloo - CIVE - 353
CIVE 353: Geotechnical Engineering 1Clay-Water Interaction& Soil FabricInstructor: Dipanjan BasuLecture 9Clay Mineralshydrogen bond_ - 1:1 Minerals_ - Smectite Minerals_ - Mica Like Clay MineralsOther Clay MineralsClay Particles Net NegativeCI
Waterloo - CIVE - 353
CIVE 353: Geotechnical Engineering 1Special Soilsand PerspectiveInstructor: Dipanjan BasuLecture 10Special or Non-textbook SoilsExpansive SoilsMarine Clays and Quick ClaysOrganic SoilsCarbonate SandsLoessSand Silt Clay MixturesTransitional Mat
Waterloo - CIVE - 353
CIVE 353: Geotechnical Engineering 1Soil Compaction -FundamentalsInstructor: Dipanjan BasuLecture 11What is Compaction?A ground improvement technique in which the soil isdensified through external compactive effortForce+=2CompactionDensificati
Waterloo - CIVE - 353
CIVE 353: Geotechnical Engineering 1Soil Compaction Field ApplicationsInstructor: Dipanjan BasuLecture 12Compaction Curved,maxWet ofOptimumDry ofOptimumOMCGreater Compactive Effort d,max moves up and OMC moves to the leftCompaction - Theory
Waterloo - CIVE - 353
CIVE 353: Geotechnical Engineering 1In situ Stresses in Soil - 1Instructor: Dipanjan BasuLecture 13Hydrostatic PressurePressure (or stress) at a point within water under staticconditionSame in all directionIn case of soil below water table hydrost
Waterloo - CIVE - 353
CIVE 353: Geotechnical Engineering 1In situ Stresses in Soil - 2Instructor: Dipanjan BasuLecture 14Problem 1A soil profile consists of two layers. The upper clay layer is5 m thick and the lower sand layer extends down to greatdepth. The water table
Waterloo - CIVE - 353
CIVE 353: Geotechnical Engineering 1In situ Stresses in Soil - 3Instructor: Dipanjan BasuLecture 15Water TableWater table or groundwater tableis not a table it is a surface ofatmospheric pressure (i.e., zerogauge pressure)u = w zHydrostatic pres
Waterloo - CIVE - 353
CIVE 353: Geotechnical Engineering 1Flow through Soil & HydraulicConductivityInstructor: Dipanjan BasuLecture 16Fluid Flow BasicsSteady Flow Independent of TimeUnsteady Flow Changes with TimeLaminar Flow Fluid flows in parallel layersTurbulent Fl
Waterloo - CIVE - 353
CIVE 353: Geotechnical Engineering 1Flow through Soil - 2Instructor: Dipanjan BasuLecture 17Darcys Lawq = vA = k i ApA/wv = kiB q = total rate of flow (m3/sec) v = specific discharge or Darcyvelocity or discharge velocity(m/sec) A = area of
Waterloo - CIVE - 353
CIVE 353: Geotechnical Engineering 1Flow through Soil Seepage and FlownetInstructor: Dipanjan BasuLecture 18Darcys Lawdhq = vA = k i A = kAdldhv = ki = kdlIn 3Dh ( x, y, z )vx = k xxh ( x, y, z )vy = k yyh ( x, y, z )vz = k zzpB/w
Waterloo - CIVE - 353
CIVE 353: Geotechnical Engineering 1Flow through Soil Miscellaneous ProblemsInstructor: Dipanjan Basu(Covered by Aditi Misra)Lecture 19Problem 1 Pressure Distribution on SheetPileThe section through a sheetpile wall is given in thefigure. At low
Waterloo - CIVE - 353
CIVE 353: Geotechnical Engineering 1Site InvestigationInstructor: Dipanjan BasuLecture 20Different NamesSite ExplorationSite InvestigationSoil Exploration.Why is SiteInvestigationrequired?To haveInformation aboutthe GroundGoals of Site Inve
Waterloo - CIVE - 353
CIVE 353: Geotechnical Engineering 1Soil CompressibilityInstructor: Dipanjan BasuLecture 24ProblemFor the data given in the table, calculate the compressionand recompression indices. Also calculate the modifiedcompression and recompression indices.
Waterloo - CIVE - 353
CIVE 353: Geotechnical Engineering 1Soil Consolidation 1Instructor: Dipanjan BasuLecture 26ConsolidationTime Dependent Compression (Settlement) of SoilExponential Decay ProcessInitially, applied stress is fully resisted by water and the soilskelet
Waterloo - CIVE - 353
CIVE 353: Geotechnical Engineering 1Soil Consolidation 2Instructor: Dipanjan BasuLecture 27Time FactorTime Normalized in such a way that the relation with U isunique i.e., independent of properties of soil and thickness oflayercv tT = Tv = 2H dr
Waterloo - CIVE - 353
CIVE 353: Geotechnical Engineering 1Stress AnalysisInstructor: Dipanjan BasuLecture 28Stress State in SoilStress State = Complete Information about all the stressesacting on an element (REV)zStress AnalysisGiven a stress stateCalculate the Princ
Waterloo - CIVE - 353
Waterloo - CIVE - 353
Waterloo - CIVE - 353
CIVE 353 Geotechnical Engineering 1 WINTER 2012Civil and Environmental EngineeringUniversity of Waterloo, Waterloo, ON N2L 3G1Quiz 2March 16, 2012Maximum Duration: 15 minutesAnswers must be clear, brief and organized.Name: _Question 1: Maximum Poi
Waterloo - CIVE - 353
Quiz 2 Solutiona)20060016S=1Gs=2.7e0(N/C)=1.552.7162.5 1625And S t=1 1.622.7401 pre-consolidated soil.60%1.691.550.6381.62 S t=1.0810902001.55200500.1160.1160.638..0.783b)U=60%, cv=2 m2/year, t=?U=60% Tv =0.2862,5
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CivE 303 Structural Analysis 1ASSIGNMENT 1Review - Analysis of Statically Determinate StructuresAssigned:Friday, January 6, 2012Due:Monday, January 16, 2012 4:00 p.m.Notes:Assignments must be done in pencil on engineering or grid paper.Minimum st
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CivE 303 Structural Analysis 1ASSIGNMENT 2Deflections and Degree of IndeterminacyAssigned:Monday, January 16, 2012Due:Friday, February 3, 2012 4:00 p.m.Notes:Assignments must be done in pencil on engineering or grid paper.Minimum standards of nea
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CivE 303 Structural Analysis 1ASSIGNMENT 3Force Method of Indeterminate AnalysisAssigned:Wednesday, February 15, 2012Due:Monday, March 5, 2012 4:00 p.mNotes:Assignments must be done in pencil on engineering or grid paper.Minimum standards of neat
Waterloo - CIVE - 303
CivE 303 Structural Analysis 1ASSIGNMENT 4Slope-Deflection Method of Indeterminate AnalysisAssigned:Tuesday, March 6, 2012Due:Wednesday, March 14, 2012 4:00 p.m.Notes:Assignments must be done in pencil on engineering or grid paper.Minimum standar
Waterloo - CIVE - 303
Waterloo - CIVE - 303
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