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Exam (elaborations)

CMP 305 Final Exam Questions with Correct Answers

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  • CMP 305

CMP 305 Final Exam Questions with Correct Answers What info needs to be collected for surface evaluation? - Answer-- Soil maps - Topographic maps - Aerial photos - USGS topographic quadrangle maps - USDA soil conservation maps What features can be observed from bird's eye view of maps? - A...

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  • September 1, 2024
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  • CMP 305
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CMP 305 Final Exam Questions
with Correct Answers

What info needs to be collected for surface evaluation? - Answer-- Soil maps
- Topographic maps
- Aerial photos
- USGS topographic quadrangle maps
- USDA soil conservation maps

What features can be observed from bird's eye view of maps? - Answer-- Land patterns
- Sink holes
- Drainage patterns (low areas)

What things should you check when visiting a site? - Answer-- Water level
- Existing wells
- Water marks
- Underground utilities
- Talk to residents

Subsurface evaluation - Answer-To define vertical & horizontal boundaries of soils/rock
under the site
- Obtain lab samples @ various depths
- Locate ground water table
- Aid in equip selection
- Safety equip (hazard analysis)

What do surface & subsurface features determine? - Answer-- What can be built on site
- Foundation req

What factors are necessary for planning construction techniques? - Answer--
Surface/subsurface features
- Site access
- Equip type
- Ground water (or if surface water develops)

2 Types of soil exploration - Answer-1. Direct exploration
2. Semi-direct exploration

Devices used in direct soil exploration? - Answer-- Test pit
- Shelby tube

,- Split barrel
- Pocket penetrometer (TSF)
- Torvane
- Thumb penetration

Devices/techniques used in semi-direct soil exploration? - Answer-- Auger drilling
- Rotary drill
- Wash-boring
- Drilling rock
- Cone penetrometer

Test pit - Answer-Direct observation of subsurface material, limited to shallow
exploration
- Pit or trench: visual inspection (15'-20')
- Back hoe: excavator
Adv:
- view soil profile (type, color)
- obtain undisturbed sample
Disadv:
- limited depth
- ground water may limit depth
- safety

Auger drilling - Answer-Hand, truck-mounted
Types:
- solid: dry regions (no ground water), removed for sample, collapse hole
- hollow: faster (split barrel, shelby tube), stem acts as casing
Disadv:
- disturbed sample from the auger

Rotary drill - Answer-Auger w/ clay slurry
- slurry moves soil up
- slurry stabilizes sides of drill hole

Wash-boring - Answer-Drill/jet water, casing required
Adv:
- small unit
Disadv:
- disturbed sample, don't know original location/water content

Drilling rock - Answer-Drill - sample
- soft rock: drill
- hard rock: diamond (carbide tip)
Rock quality designation (RQD): rock sample tested to determine strength

Cone penetrometer - Answer-Pushed into ground

, - records readings for different sections
Adv:
- provides continuous record of test results
- provides eng. prop. for entire soil profile
Disadv:
- no sample

Geophysical tests & two types - Answer-*usually w/ road work
- fast results, but more subjective
- less expensive
- borings: still required to determine soil prop.
Types:
- seismic refraction
- electrical resistivity

Seismic refraction - Answer-Velocities of seismic wave transmitted thru soil
- increasing density = faster wave speed
- sensors pick up waves from explosion
- disadv: boundaries poorly defined

Electrical resistivity - Answer-Measures electrical resistance thru soil
- varies w/ different soil types
- effected by water content & ion concentration

Which soils have low and high resistance? - Answer-- Clay soils have ions: low
resistance
- Coarse materials (sand/gravel/rock): high resistance

Types of soil sampling - Answer-- Disturbed sample
- Undisturbed sample

Disturbed sample - Answer-Used for grain size analysis (LL, PL, PI)
- drilled sample

Undisturbed sample - Answer-- split barrel (SPT)
- shelby tube
- test pit

Split barrel (standard penetration test - SPT) - Answer-Tube used to collect sample at
bottom of test hole
- pass thru hollow tube auger
- sample may be compressed, suitable for soil classification
- measurement of resistance to penetration
- SPT valves

SPT values - Answer-Sampler driven for 3 consecutive 6" increments

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