Soils. Technical English - I 10 th week

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Madison McKenzie
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Technical English - I 10 th week Soils Soil Mechanics is defined as the branch of engineering science which enables an engineer to know

Temperature According to Karl Terzaghi, Soil Mechanics is the applications of Laws of Hydraulics and Mechanics to engineering problems

rocks. Karl von Terzaghi (1883-1963) was an Austrian civil engineer and geologist.

known as Robert College) in Istanbul. That is why he is known as the "father of soil mechanics".

Engineer must study the properties of soil, such as its origin, grain size distribution, ability to drain water, compressibility, shear

A propped retaining wall produced by means of bored piles Geotechnical Engineering is the sub discipline of Civil Engineering that

strength / bearing capacity / expulsion / relocation / failure surface / strip footing / foundation / retaining structure propped /

Those that aren t either fly, float or fall over. Various reasons to study the properties of soil: 1.

1 Technical English - I 10 th week Soils Soil Mechanics is defined as the branch of engineering science which enables an engineer to know theoretically or experimentally the behavior of soil under the action of: Loads (static or dynamic), Gravitational forces, Water and, Temperature According to Karl Terzaghi, Soil Mechanics is the applications of Laws of Hydraulics and Mechanics to engineering problems dealing with sediments and other unconsolidated accumulations of solid particles produced by Mechanical and Chemical Disintegration of rocks. Karl von Terzaghi ( ) was an Austrian civil engineer and geologist. He presented to the world the new science, Soil Mechanics, that he developed mainly while working at ITU and Bogazici University (then known as Robert College) in Istanbul. That is why he is known as the "father of soil mechanics". soil / branch / gravitational force / sediments / consolidated / unconsolidated / accumulation / solid particle / disintegration Civil Engineer must study the properties of soil, such as its origin, grain size distribution, ability to drain water, compressibility, shear strength, and load bearing capacity. A propped retaining wall produced by means of bored piles Geotechnical Engineering is the sub discipline of Civil Engineering that involves applications of the principles of Soil Mechanics and Rock Mechanics to design of foundations, retaining structures and earth structures. A steel sheet pile wall An example to earth structures: The Atatürk Dam grain size / distribution / drain / compressibility / shear strength / bearing capacity / expulsion / relocation / failure surface / strip footing / foundation / retaining structure propped / bored pile / sheet pile wall / dam / earth structure Virtually every structure is supported by soil or rock. Those that aren t either fly, float or fall over. Various reasons to study the properties of soil: 1. Foundation to support structures and embankments 2. Construction material 3. Slopes and landslides 4. Earth retaining structures 5. Special problems spread foundation 1. Foundation to support Structures and Embankments Effects of static loading on soil mass Shear failure of the foundation soil Settlement of structures Stability criteria (Solution) There should be no shear failure of the foundation soil. The settlement should remain within permissible limits. Firm Soil -> Spread Footing (Spread Foundation) Soft Soil -> Pile Foundation (Vertical members transferring load of structure to ground i.e. rock) piled foundation A floating structure A flying structure embankment / slope / landslide / supported shear failure / settlement / permissible limit / firm / soft / spread footing / pile foundation 1

2. Construction Material Subgrade of highway pavement Land reclamation (Dubai Palm City) Earth dam 3.

moisture Increase in unit weight Excavation of trenches for buildings require braced excavation.

utilized in constructing an earth dam Landslide of a parking area at the edge of a steep slope, mainly due to

A braced excavation subgrade / land reclamation / gravel / clay / core / rock facing (rip-rap) / filter / rock /

or eroding away. 5. Special Problems i. Effects of water (current and/or wave action) on soil mass ii.

Effects of frost action on soil mass Reinforced earth wall construction and section Effects of river water on soil

criteria: The foundation of pier must be below the scour depth Effects of frost action on soil mass 1) Reduction

to formation of ice lenses) Increase of moisture due to thawing (MELTING) reinforced earth / erode away / geogrid

heave / thaw Ice lenses that cause frost action LIQUEFACTION Soil scouring around bridge foundations Land

wake / excessive / pumping / aquifer Liquefaction is phenomenon that usually takes place in loose to medium dense

Although wave, traffic vibrations and sometimes static loads may also cause liquefaction, it is usually triggered

2 2. Construction Material Subgrade of highway pavement Land reclamation (Dubai Palm City) Earth dam 3. Slopes and Landslides Major cause is the moisture variation resulting in; Reduction of shear strength Increase of moisture Increase in unit weight Excavation of trenches for buildings require braced excavation. Construction of Dubai Palm City reclaimed island Soil subgrade (a) in a cut (b) on an embankment Soil types utilized in constructing an earth dam Landslide of a parking area at the edge of a steep slope, mainly due to increase in moisture content. A braced excavation subgrade / land reclamation / gravel / clay / core / rock facing (rip-rap) / filter / rock / toe moisture / variation / reduction / unit weight / excavation / trench / braced / steep 4. Earth Retaining Structures Earth retaining structures (e.g., Retaining walls) are constructed to retain (hold back) any material (usually earth) preventing it from sliding or eroding away. 5. Special Problems i. Effects of water (current and/or wave action) on soil mass ii. Land Erosion iii. Land subsidence iv. Liquefaction v. Effects of frost action on soil mass Reinforced earth wall construction and section Effects of river water on soil mass 1) Scouring Causes: Increased flow velocity due to obstruction Fineness of riverbed material Stability criteria: The foundation of pier must be below the scour depth Effects of frost action on soil mass 1) Reduction of Shear Strength 2) Settlement of Structure in Summer 3) Lifting up of Structure in Winter Causes: Heaving (due to formation of ice lenses) Increase of moisture due to thawing (MELTING) reinforced earth / erode away / geogrid / backfill / drainage / walling unit / retained soil scour / fineness / pier / erosion / land subsidence / frost / heave / thaw Ice lenses that cause frost action LIQUEFACTION Soil scouring around bridge foundations Land subsidence took place as a result of excessive ground water pumping from deep aquifer layers ice lenses / surface wake / excessive / pumping / aquifer Liquefaction is phenomenon that usually takes place in loose to medium dense sandy soil layers under earthquake action. Although wave, traffic vibrations and sometimes static loads may also cause liquefaction, it is usually triggered by gradual accumulation of excess pore water pressure during earthquake excitation. The soil turns out to be a viscous liquid following the onset of liquefaction and grain contact is lost once accumulated excess pore water pressure gets equal to initial effective stress (i.e. effective stress prior to the earthquake; r u = u e / v =1.0). Earthquake magnitude, grain size distribution of the soil, fine fraction, plasticity of the fines, and soil s relative density are considered as major factors controlling liquefaction potential. liquefaction / loose / dense / gradual / accumulation / pore water pressure / viscous liquid effective stress / grain size distribution / fine fraction / plasticity 2

Bearing capacity loss and excessive settlement due to liquefaction Soil from engineering point of view Soil is defined

The term soil, according to engineering point of view, is defined as the material by means of which and upon which

For engineering purpose soil is defined as the uncemented aggregate of mineral grains and decayed organic material

Sand grains are carried to the ground surface by pressurized pore water as the sand layer liquefies during earthquake

sand grain / earthquake / pressurized pore water rock cycle / igneous / sedimentary / metamorphic / solidification /

of the soil and fundamental phase relationships W T void ratio : e=v v / V s porosity : n=v v / V T volume of solid :

water : W w weight of solids : W s dry weight : W s =W k unit weight : g=w T / V T u.

/ W s specific gravity : G s =g s / g w Laboratory testing devices in Terzaghi s laboratory Direct shear testing

settlement, compressibility and several other characteristics of soils are investigated in soil mechanics laboratory.

/ preconsolidation / specimen / direct shear / device / apparatus Classification tests Sieve analysis Hydrometer

unit weight and porosity Specific gravity Shear strength tests Direct shear box Uniaxial compression Triaxial

Permeability tests Falling head Constant head Flexiwall sieves for grain size analysis hydrometer consistency limit /

3 Bearing capacity loss and excessive settlement due to liquefaction Soil from engineering point of view Soil is defined as the weathered and fragmented outer layer (crust) of the earth s terrestrial surface. The term soil, according to engineering point of view, is defined as the material by means of which and upon which engineers build their structures. For engineering purpose soil is defined as the uncemented aggregate of mineral grains and decayed organic material (solid particle) with liquid and/or gas in the empty spaces (pores) between the solid particles. Sand grains are carried to the ground surface by pressurized pore water as the sand layer liquefies during earthquake Not only shallow foundations are damaged in liquefied soils liquefied soil / shallow foundation / deep foundation / sand grain / earthquake / pressurized pore water rock cycle / igneous / sedimentary / metamorphic / solidification / consolidation uncemented / pore V T volume V v V a V w V s air water solid weight W a 0 W w W s multiphase structure of the soil and fundamental phase relationships W T void ratio : e=v v / V s porosity : n=v v / V T volume of solid : V s volume of water : V w volume of air : V a volume of void : V v total volume : V T total weight : W T weight of water : W w weight of solids : W s dry weight : W s =W k unit weight : g=w T / V T u.w of solids : g s =W s / V s dry unit weight : g k =W s / V T degree of : S=V w / V v saturation water content : w=w w / W s specific gravity : G s =g s / g w Laboratory testing devices in Terzaghi s laboratory Direct shear testing device designed and made by Terzaghi in his İstanbul years (early twentieth century) Classification, shear, settlement, compressibility and several other characteristics of soils are investigated in soil mechanics laboratory. phase / void ratio / porosity / unit weight / solid / specific gravity / degree of saturation index / compressibility / preconsolidation / specimen / direct shear / device / apparatus Classification tests Sieve analysis Hydrometer Consistency limits (liquid limit, plastic limit, shrinkage limit) Natural water content determination Determination of unit weight and porosity Specific gravity Shear strength tests Direct shear box Uniaxial compression Triaxial compression Miniature Vane One-dimensional compression Odeometer (consolidation for fully saturated clays) Permeability tests Falling head Constant head Flexiwall sieves for grain size analysis hydrometer consistency limit / uniaxial / triaxial / odeometer / falling head / constant head / flexiwall Sieve set Casagrande liquid limit set Falling cone liquid limit set Plastic limit and shrinkage limit test Specific gravity test Soil mechanics lab oven 0.01 gr accurate balance oven / plastic limit / liquid limit / shrinkage limit / oven / balance / accuracy 3

Odeometer test set-up Triaxial test set-up It is important to

performed in each engineering borehole, others are especially for

impossible due to their stiff and laminated or very soft nature.

cohesionless soils is extremely difficult and lack of cohesion

Direct shear box test set-up test set-up / direct shear box /

Disturbed soil sample in SPT split spoon sampler Standard

prebored pressuremeter / borehole / acquire / recovery / in-situ /

sampler Driving sequence of split spoon sampler during SPT seating /

split-barrel sampler (split spoon sampler) Cone penetration test

resistance / sleeve transducer / rod Fine grained soils are

The plasticity chart is used for this purpose. No.

$75 mm) fine grained / plasticity / fraction / index / No.$

4 Odeometer test set-up Triaxial test set-up It is important to perform field tests in order to find out in-situ shear resistance of soils. Although Standard Penetration Test is a mandatory one to be performed in each engineering borehole, others are especially for soils from which acquiring undisturbed samples is difficult or impossible due to their stiff and laminated or very soft nature. One should also note that undisturbed soil recovery from cohesionless soils is extremely difficult and lack of cohesion prohibits sampling without altering soil s density. Direct shear box test set-up test set-up / direct shear box / triaxial / test cell / membrane / cell pressure / deviator stress Disturbed soil sample in SPT split spoon sampler Standard Penetration Test / Cone Penetration Test / flat / dilatometer / prebored pressuremeter / borehole / acquire / recovery / in-situ / field cohesion / cohesionless / alter / density / split spoon sampler Driving sequence of split spoon sampler during SPT seating / blow count / increment / reference energy efficiency / drop hammer / split-barrel sampler (split spoon sampler) Cone penetration test system cone penetrometer / apex angle / porous filter / tip resistance / sleeve transducer / rod Fine grained soils are classified according to the plasticity they pose. The plasticity chart is used for this purpose. No.200 sieve (sieve opening: mm) No.4 sieve (sieve opening: 4.75 mm) fine grained / plasticity / fraction / index / No.200 sieve / inorganic / silt / rock flour / clayey / gravelly / lean clay / fat clay / cohesionless / peat / micaceous well graded / poorly graded / coefficient of uniformity / coefficient of curvature / borderline / hatched zone (see plasticity chart) / Atterberg limit / dual symbol / No.4 sieve 4

stress / pore water pressure / soil skeleton / volume change / isotropic / induced stress / self-weight

He is known as the "father of soil mechanics".

stress-strain response of soils largely depends on relative density (or consolidation state) and

5 sieve hydrometer grain size distribution curve / particle diameter / flocculated / dispersed total stress / effective stress / pore water pressure / soil skeleton / volume change / isotropic / induced stress / self-weight 1) Karl von Terzaghi ( ) was an Austrian civil engineer and geologist. He is known as the "father of soil mechanics". We invite you to investigate his life and his studies more closely. stress-strain response of soils largely depends on relative density (or consolidation state) and effective confining stress. 2) Watch the video about SPT (Standard Penetration Test) overconsolidated / normally consolidated / strain / stress / dense / loose / residual strength / steady / critical state / deviatoric / axial / confining stress / Mohr-Coulomb Failure Criterion 5

Geotechnical Engineering. Geotechnical Engineering. Soil Mechanics. What is the difference between soil and dirt?

Geotechnical Engineering. Geotechnical Engineering. Soil Mechanics. What is the difference between soil and dirt? Geotechnical Engineering Soil Mechanics is defined as the branch of engineering science which enables an engineer to know theoretically or experimentally the behavior of soil under the action of loads