Geotechnical Engineering Questions with Correct
Answers
How are Ka and Kp related? Correct Answer-Ka= 1/Kp
Relative Compaction Correct Answer-Original Soil Density/ Compacted
Soil Density
What happens to the dry unit weight of soil during compaction, if the
moisture content is increased? Correct Answer-(1) The dry unit weight
first increases, reaches a peak value, and then decreases.
What is the best way to obtain a clay sample for consolidation testing?
Correct Answer-By using a Shelby Tube
Degree of Consolidation (U) Correct Answer-U= (settlement in time
t)/ultimate settlement
Coefficient of Consolidation (Cv) Correct Answer-Rate of Consolidation
Coefficient of Compressibility Correct Answer-
Virgin Curve--Synonyms Correct Answer-(1) Virgin Compression Line
(2) Normally Consolidation Line
,Drainage Path (Hd) Correct Answer-Maximum distance path for pore
water to exist a soil layer
How does the drainage path differ for single drainage and double
drainage? Correct Answer-*Single Drainage*--Hd is the depth of the
soil layer.
*Double Drainage*--Hd is 1/2 the depth of the soil layer.
Terzaghi Equation for Rate of Consolidation Correct Answer-
Compression Index (Cc) Correct Answer-Slope of the virgin curve;
measures the compressibility of normally consolidated soil
Recompression Index (Cv ) Correct Answer-Slope of the recompression
line; measures the compressibility of overconsolidated soil.
Maximum past pressure experienced by a soil at a given depth.
Overconsolidation ratio Correct Answer-OCR= Preconsolidation
pressure/present pressure
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