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ICC Soils Certification test Questions and Answers 100% Accurate

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ICC Soils Certification test Questions and Answers 100% Accurate well-graded, clean gravels; gravel-sand mixes GW Poorly graded clean gravels; gravel-sand mixes GP silty gravels; poorly graded gravel-sand mixes GM Clayey gravels; poorly graded gravel-and-clay mixes GC ...

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  • 7 de septiembre de 2024
  • 15
  • 2024/2025
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ICC Soils Certification test Questions
and Answers 100% Accurate

well-graded, clean gravels; gravel-sand mixes – answer GW

Poorly graded clean gravels; gravel-sand mixes – answer GP

silty gravels; poorly graded gravel-sand mixes – answer GM

Clayey gravels; poorly graded gravel-and-clay mixes – answer GC

well graded clean sands; gravel-sand mixes – answer SW

poorly graded clean sand; sand-gravel mixes – answer SP

Silty sands; poorly graded sand-silt mixes – answer SM

Sand-silt clay mix with plastic fines – answer SM-SC

Clayey sands; poorly graded sand-clay mixes – answer SC

Inorganic silts and clayey silts – answer ML

Mixture of inorganic silt and clay – answer ML-CL

Inorganic clays of low to medium plasticity – answer CL

Organic silts and silt clay, low plasticity – answer OL

inorganic clayey silts, elastic silts – answer MH

Inorganic clays of high plasticity – answer CH

organic clays and silt clays – answer OH

Types of slope stability - answer Drainage
slope reduction or flattening
structural solutions
chemical stabilization

, what would stabilize a slope that has been effected by seepage water? how does this
improve slope stability? - answer Sub- drainage, decreases the saturation of the slope

when a slope begins at vertical cut what is done to stabilize the slope? - answer
removing the upper portions or head of the slope or landslide is the frequently employed
technic for reducing the driving forces that cause the failure to occur

what are red lights on a site? - answer low bearing capacity
settlement
existing uncontrolled fill
slope stability
dangerous seismic conditions
frost heave
constructability- piers or piles
proposed significate cut or fill
groundwater problems

foundation red lights - answer design not in accordance with geotechnical
recommendations

foundation location differs from site investigation location

foundation plans not adequate or complete

low bearing capacity not recognized in footing design

compressible or expansive soil on site not anticipated in design

water seepage not anticipated in design

seismic conditions not documented properly in design or calculations

provisions dealing with frost heave not included

retaining structures or basement walls without adequate drainage

underfloor crawl space not vented or drained

when should concrete be placed? and what raises red flags in the design? -
answerwithin 90 minutes of adding water at the concrete plant

excessive water should not be added at the site, no more the 5 gallons per truck

if air temperatures are higher then 90 degrees and the humidity is less then 25 percent ,
concrete may suffer drying shrinkage cracking

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