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Civil Engineering · FE Civil · Professional Certifications

FE Civil: Geotechnical Engineering

Soil classification, Atterberg limits, compaction, effective stress, consolidation, shear strength, bearing capacity and slope stability.

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41 basic cards for FE Civil Civil Engineering. Set 2 of 5 in FE Civil. It opens with "Define the Unified Soil Classification System (USCS)" and "What is the dividing sieve number between coarse and fine-grained soils in USCS?". More Professional Certifications decks are listed below.

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Define the Unified Soil Classification System (USCS)
Show answerA system that classifies soils based on grain size distribution, Atterberg limits, and organic content into groups like gravel (G), sand (S), silt (M), clay (C), and organic (O)
What is the dividing sieve number between coarse and fine-grained soils in USCS?
Show answerNo. 200 sieve (0.075 mm opening); coarse-grained has more than 50% retained on it
Distinguish coarse gravel from coarse sand in USCS classification
Show answerGravel is retained on No. 4 sieve (4.75 mm); sand passes No. 4 but is retained on No. 200
What does AASHTO soil classification primarily use that USCS does not?
Show answerAASHTO places more emphasis on group index and suitability for highways; USCS focuses on engineering behavior
Define clay in soil classification
Show answerMineral particles smaller than 0.002 mm (2 microns), with cohesion and plasticity when wet
What is silt and how does it differ from clay?
Show answerSilt is particles between 0.002 and 0.075 mm; less plastic and has lower cohesion than clay
Define liquid limit (LL)
Show answerWater content at which soil transitions from plastic to liquid state; determined by flow cup test at 25 blows
Define plastic limit (PL)
Show answerWater content at which soil transitions from semi-solid to plastic state; determined by rolling thread test
Define shrinkage limit (SL)
Show answerWater content below which further moisture loss does not reduce soil volume
What is the plasticity index and how is it calculated?
Show answerPI = LL - PL; indicates the range of water content over which soil exhibits plastic behavior
Define liquidity index (LI)
Show answerLI = (w - PL) / (LL - PL), where w is natural water content; indicates how close soil is to liquid state
What is the Standard Proctor test?
Show answerCompaction test with a 5.5 lb hammer, 12 inch drop, 3 layers of 25 blows each; determines maximum dry density and optimum moisture
How does Modified Proctor differ from Standard Proctor?
Show answerModified uses a 10 lb hammer, 18 inch drop, 5 layers of 25 blows; produces higher maximum dry density
What is optimum moisture content (OMC)?
Show answerWater content at which soil achieves maximum dry density during compaction
Define maximum dry density
Show answerHighest dry unit weight achieved during compaction at optimum moisture content

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