Soil Mechanics & Foundation

141) The unit of the coefficient of consolidation is

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cm2/sec

142) The coefficient of consolidation of a soil is affected by

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both compressibility and permeability

143) Primary consolidation of soil is due to the expulsion of

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absorbed water only

144) Secondary consolidation of soil is due to the expulsion of

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adsorbed water only

145) A soil which is fully consolidated under the existing over burden pressure is known as

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normally consolidated soil

146) Secondary consolidation is

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caused by Creep

147) Even after the complete dissipation of excess pore pressure, a little more consolidation is possible. This is called as

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Compaction

148) The compression resulting from long term static load and resulting expulsion of water known as

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consolidation

149) The time factor for a particular degree of consolidation

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depends upon the coefficient of consolidation

150) Consolidation theory was enunciated by

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Terzaghi

Subject Notes

→ Hydraulics → Structural Design-RCC → Irrigation Engineering → Highway Engineering → Engineering Survey → Water supply & sanitary → Soil Mechanics → Mechanics and structure → Construction Management → Building Construction → Estimating and Costing → Engineering Drawing → Building Material → Airport Engineering

Objective Box

→ Airport Engineering → Building Construction → Construction Management → Construction Materials → Engineering Drawing → Engineering Survey → Estimating and Costing → Highway Engineering → Fluid & Hydraulics → Soil Mechanics → Structural Design - RCC → Water Supply and Sanitary → Irrigation Engineering → Mechanics and Structure → Civil MCQ Set 1 → Civil MCQ Set 2 → Civil MCQ Set 3 → Civil MCQ Set 4

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