Civil Engineering - Soil Mechanics and Foundation Engineering
Exercise : Soil Mechanics and Foundation Engineering - Section 3
- Soil Mechanics and Foundation Engineering - Section 1
- Soil Mechanics and Foundation Engineering - Section 2
- Soil Mechanics and Foundation Engineering - Section 3
- Soil Mechanics and Foundation Engineering - Section 4
- Soil Mechanics and Foundation Engineering - Section 5
- Soil Mechanics and Foundation Engineering - Section 6
41.
A stratum of clay 2 m thick will get consolidated 80% in 10 years. For the 80% consolidation of 8 m thick stratum of the same clay, the time required is
42.
The maximum net pressure intensity causing shear failure of soil, is known
43.
The factor which affects the compaction, is
44.
The compression resulting from a long term static load and consequent escape of pore water, is known as
45.
Soil classification of composite soils, exclusively based on the particle size distribution, is known
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