Soil and foundation engineering
Previous year question paper with solutions for Soil and foundation engineering
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- Permeability of coarse grained soil is _________ than fine grain soil.
- For fully saturated soil the value of S =__________ (%).
- The consistency limits are also known as _________
- The compression of saturated soil due to expulsion of water is called ________
- For purely cohesive soil the angle of shearing resistance is _________
- During compaction the voids of soil _________
- Plate load test is used to determine _________ of soil
- A block sample is __________ sample.
- Pile foundation is an example of _________ foundation.
- Piles which resist tensile forces are called ________ piles.
- Silts is……………… grained soil.
- For fully saturated soil degree of saturation is………………
- The method of arranging soil into different groups is termed as…………..
- The degree of plasticity sand is………………
- Clay soil is termed as…………. In terms of permeability
- When the sand particles starting boiling by the upward flow of water, the condition is termed as……….
- For purely cohesive soils, the angle of shearing resistance is ………………
- The shear strength equation was proposed by……………….
- During compaction the voids of a soil mass ……………
- If the water table rises below the foundation, then bearing capacity of soil………………
- Clays have particles size greater than 0.002 mm.(True false)
- Auger boring collects undisturbed sample.(True false)
- Gravels are less permeable than sand.(True false)
- Creep is vertical movement of soils.(True false)
- Pile foundation is a shallow foundation.(True false)