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Examen

Exam (elaborations) CMP 305

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Site Investigation: Necessities for planning construction techniques Site Access, Type of construction equipment, ground water, surface water development Documents for Evaluating the site Soil Maps, topographic maps, aerial photographs, USGS topographic quadrangle maps Info obtained from soil profile uniform soil conditions, number of borings and bore spacing, type - size - weight of structure Bore spacing for road work, one story building, multi story Road - 500-1000' one story - 100-200' multi story - 50-100' How far down does boring depth have to be? until suitable soil bearing capacity is found and depth of ground water(if needed) Direct Exploration Uses Test pit method, pit or trench, visual inspection, limited depth 15- 20', equipment: backhoe or excavator. Advantages of Direct exploration view soil profile(type and color) obtain undisturbed sample Disadvantages of Direct exploration limited depth, ground water may limit depth, safety(soil caving in) Devices for in-place soil testing Pocket penetrometer(TSF), torvane, thumb penetration Semi-direct exploration Auger Drilling Auger Types Solid Auger: dry regions, auger removed for sampling(hole will collapse), Hollow Auger: sampling thru the auger, faster taking samples, (split barrel, shelby tube). Rotary Drill auger with clay slurry, slurry moves soil up, slurry stabilizes the sides of the drill hole Cone Penetrometer Holland, US & Canada, pushed into the ground, records readings in different sections. Adv: provides a continuous record of test results used for engineering properties for the entire profile Geophysical Testing Road work, fast, quick results, less expensive. Seismic refraction and electrical resistance. Seismic refraction velocity of seismic wave transmitted through soil. greater density - faster waves. Drilled Samples Disturbed samples why do we sample use for grain size analysis, liquid limits, plastic limits and plastic index Testing with Undisturbed samples Split barrel, shelby tube or test pit Split barrel or standard penetration test(SPT) tube used to collect soil sample at the bottom of the test hole. pass through the hollow tube auger, measurement - resistance to penetration Split barrel Specs. OD, Length, Sample OD, Hammer wt., Drop height OD=2", Length=30", Sample OD 1 5/8", hammer wt.= 140#, Drop height=30" how does Standard Penetration Test work sampler is driven for 3 consecutive 6" increments. Count number of blows per 6" increments, Blow count summation(take last two sets of numbers) Shelby Tube dimensions Dia. 2-5", Length 4" How does Shelby Tube work Tube is pushed in, used with the hollow core auger, Sampling interval 5' Why is it important to know location of ground water table effects the soil load bearing capacity, type and size of foundation required, dewatering system, plan for drainage, Permeability of Soil Property of soil to transmit water and air Compaction Process of increasing soil density by mechanically forcing particles together. Removes air from void space. accomplished in matter of hours. What does compaction improvement do? increases bearing strength, reduced compressibility, improved volume-change characteristics,

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CMP 305
Questions and Answers
Site Investigation: Necessities for planning construction techniques Site Access, Type of
construction equipment, ground water, surface water development

Documents for Evaluating the site Soil Maps, topographic maps, aerial photographs,
USGS topographic quadrangle maps

Info obtained from soil profile uniform soil conditions, number of borings and bore
spacing, type - size - weight of structure

Bore spacing for road work, one story building, multi story Road - 500-1000'
one story - 100-200'
multi story - 50-100'

How far down does boring depth have to be? until suitable soil bearing capacity is found
and depth of ground water(if needed)

Direct Exploration Uses Test pit method, pit or trench, visual inspection, limited depth 15-
20', equipment: backhoe or excavator.

Advantages of Direct exploration view soil profile(type and color)
obtain undisturbed sample

Disadvantages of Direct exploration limited depth, ground water may limit depth,
safety(soil caving in)

Devices for in-place soil testing Pocket penetrometer(TSF), torvane, thumb penetration

Semi-direct exploration Auger Drilling

Auger Types Solid Auger: dry regions, auger removed for sampling(hole will collapse),
Hollow Auger: sampling thru the auger, faster taking samples, (split barrel, shelby tube).

Rotary Drill auger with clay slurry, slurry moves soil up, slurry stabilizes the sides of the
drill hole

Cone Penetrometer Holland, US & Canada, pushed into the ground, records readings in
different sections. Adv: provides a continuous record of test results used for engineering
properties for the entire profile

, Geophysical Testing Road work, fast, quick results, less expensive. Seismic refraction and
electrical resistance.

Seismic refraction velocity of seismic wave transmitted through soil. greater density -
faster waves.

Drilled Samples Disturbed samples

why do we sample use for grain size analysis, liquid limits, plastic limits and plastic index

Testing with Undisturbed samples Split barrel, shelby tube or test pit

Split barrel or standard penetration test(SPT) tube used to collect soil sample at the bottom
of the test hole. pass through the hollow tube auger, measurement - resistance to penetration

Split barrel Specs.
OD, Length, Sample OD, Hammer wt., Drop height OD=2", Length=30", Sample OD 1
5/8", hammer wt.= 140#, Drop height=30"

how does Standard Penetration Test work sampler is driven for 3 consecutive 6"
increments. Count number of blows per 6" increments, Blow count summation(take last two sets
of numbers)

Shelby Tube dimensions Dia. 2-5", Length 4"

How does Shelby Tube work Tube is pushed in, used with the hollow core auger,
Sampling interval 5'

Why is it important to know location of ground water table effects the soil load bearing
capacity, type and size of foundation required, dewatering system, plan for drainage,

Permeability of Soil Property of soil to transmit water and air

Compaction Process of increasing soil density by mechanically forcing particles together.
Removes air from void space. accomplished in matter of hours.

What does compaction improvement do? increases bearing strength, reduced
compressibility, improved volume-change characteristics, reduced permeability

Degree of compaction depends on what? soil's physical and chemical properties, soil's
moisture content, compaction method, amount of compaction effort, thickness of the lift

Well graded aggregates compact more easily than poorly graded aggregates? T or F True

Información del documento

Subido en
4 de septiembre de 2024
Número de páginas
9
Escrito en
2024/2025
Tipo
Examen
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