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Lecture6_Geology_Soil_Formation

Course: CIVE 353, Spring 2012
School: Waterloo
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353: CIVE Geotechnical Engineering 1 Geology and Soil Formation Instructor: Dipanjan Basu Lecture 6 Subject Nomenclature Geology science of the earth Petrology - study of rocks Mineralogy - study of minerals Paleontology study of fossils Structural Geology study of stresses, strains, fault, in rock masses, etc. Geophysics - study of earths shape, gravitational and magnetic fields, etc. Geochemistry -...

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353: CIVE Geotechnical Engineering 1 Geology and Soil Formation Instructor: Dipanjan Basu Lecture 6 Subject Nomenclature Geology science of the earth Petrology - study of rocks Mineralogy - study of minerals Paleontology study of fossils Structural Geology study of stresses, strains, fault, in rock masses, etc. Geophysics - study of earths shape, gravitational and magnetic fields, etc. Geochemistry - study of chemical composition of earth (rock, soil, etc.) Hydrogeology - study of movement and distribution of groundwater Geomorphology - study of formation and composition of landforms Environmental Geology geology applied to solve environmental problems Engineering Geology - geology applied to solve engineering problems Economic Geology use of earths materials for economic/industrial purposes Geomorphology Study of Landforms how it is formed and composition of rock and soil Important in Geotechnical Engineering Geology Specific Landform Soils/Rocks Engineering Information and Potential Problem at the Site The Earth Lithosphere = Crust + Outer most Mantle Lithosphere consists of Solid Rocky Plates that Move Plates meet, collide and move alongside or one over the other Plate movement and collision generates earthquakes, volcanoes, mountains, etc. also friction and heat Generated heat, and high temperature and pressure cause rock to melt into fluid Minerals Inorganic Solid with Specific Chemical Composition and Molecular Structure Building Blocks of Rocks and Soils Minerals Important for Civil Engineering Silicates Quartz, Feldspar, Mica, Chlorite, Amphibole, Pyroxene, Olivine, Serpentine, Rocks Aggregation or mass of one or more minerals found in the earths crust Igneous Rock Molten minerals move upward due to less density than solid rock Solidifies below surface Intrusive Igneous Rock Solidifies on surface (volcano) Extrusive Igneous Rock Sedimentary Rock Cementation of Solid Particles under High Stress (Lithification) Precipitation from Solution - Karst Metamorphic Rock Formed from Igneous, Sedimentary or other Metamorphic Rocks under Rocks Igneous Rock Intrusive Coarse Grained Extrusive Fine Grained Sedimentary Rock Cemented Conglomeration Layering Bedding Planes Metamorphic Rock Soils Weathered (disintegrated) of aggregates rock Physical Weathering physical breaking of rocks into small particles Chemical Weathering chemical transformation of rock minerals into other minerals Made of Minerals Quartz, Clay Minerals, Carbonates Soil Types Based on Formation Residual formed in situ at the site of weathering Physical Weathering Physical Breakdown of Rock Exfoliation - fracturing due to stress relief when rock is exposed to surface due to erosion of overlying material Abrasion scraping by moving rock, water, glacier Fracture due to Freezing and Thawing (temperature change) Plant Root Penetration Erosion River, Glacier Rodents Human Activities Precedes Chemical Weathering Physical Weathering FREEZINGTHAWING ABRASION EXFOLIATION EROSION Chemical Weathering Chemical Transformation of Rock Mineral to other Mineral Dissolution and Carbonation CO2 + rainwater reacts with calcium carbonate to form calcium bicarbonate Hydration Attachment of H+ and OH with minerals Oxidation Chemical oxidation with metals Biological Action plants, animals and microorganisms release chemicals that alter minerals Occurs in High Temperatures and Humidity Tropical and Sub-tropical Region (Moist Climate) Chemical Weathering DISOLUTION DISOLUTION OXIDATION Residual Soil Soils formed in situ after Weathering of Parent Rock Residual Soil Transported Soil Soil transported to a different location after formation Alluvial Soil Carried by river deposited downstream Aeolian Soil Wind Blown Soil Colluvial Soil Soil particles rolling down hills and slopes (gravity driven) Lacustrine Soil Soil particles depositing (sedimentation) at the bottom of lake Marine Soil Sediment out of suspension or solution in seawater Glacial Deposits dragging of rock and soil during glacier Transported Soil AEOLIAN COLLUVIAL ALLUVIAL deposition in layers LACUSTRINE Geologic Cycle Earth is a Giant Recycling Machine Geologic Cycle Four Basic Processes Proceed in Never Ending Cycle Denudation Weathering, Erosion, Wearing down of land mass by landslides, debris flow, avalanche, wind abrasion, overland flow (rivers and streams) Deposition Accumulation of sediments transported previously from some other area Sediment Formation Densification of accumulated sediments
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Waterloo - CIVE - 353
CIVE 353: Geotechnical Engineering 1Origin, Characteristics andMineral Composition of SoilInstructor: Dipanjan BasuLecture 7Geologic CycleEarth is a Giant Recycling MachineGeologic CycleFour Basic Processes Proceed in NeverEnding CycleDenudation
Waterloo - CIVE - 353
CIVE 353: Geotechnical Engineering 1Soil MineralogyInstructor: Dipanjan BasuLecture 8Composition of EarthComposition of Sand, Gravel and Nonplastic SiltMost Common _Silica Tetrahedron(SiO4)4QuartzStructure of Quartz - Tetrahedra forming Framework
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
Waterloo - CIVE - 303
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
Waterloo - CIVE - 303
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
Waterloo - CIVE - 303
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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Statistics for ManagersUsing Microsoft Excel5th EditionChapter 2Presenting Data in Tables andChartsStatistics for Managers Using Microsoft Excel, 5e 2008 Pearson Prentice-Hall, Inc.Chap 2-1Learning ObjectivesIn this chapter, you will learn: To d
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College of the Siskiyous - ECONOMIC - 102
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College of the Siskiyous - ECONOMIC - 102
Management, 6eSchermerhornPrepared byCheryl WyrickCalifornia State Polytechnic University PomonaJohn Wiley & Sons, IncCOPYRIGHTCopyright 1999 John Wiley & Sons, Inc. All rights reserved.Reproduction or translation of this work beyond that named in
College of the Siskiyous - ECONOMIC - 102
Management, 6eSchermerhornPrepared byCheryl WyrickCalifornia State Polytechnic University PomonaJohn Wiley & Sons, IncCOPYRIGHTCopyright 1999 John Wiley & Sons, Inc. All rights reserved.Reproduction or translation of this work beyond that named in
College of the Siskiyous - ECONOMIC - 102
Management, 6eSchermerhornPrepared byCheryl WyrickCalifornia State Polytechnic University PomonaJohn Wiley & Sons, IncCOPYRIGHTCopyright 1999 John Wiley & Sons, Inc. All rights reserved.Reproduction or translation of this work beyond that named in