# Civil Engineering - Soil Mechanics and Foundation Engineering

Exercise : Soil Mechanics and Foundation Engineering - Section 1

- 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

11.

Minimum size of the particles of silt soil, is

12.

The maximum value of effective stress in the past divided by the present value, is defined as over consolidation ratio (OCR). The O.C.R. of an over consolidated clay is

13.

If

*N*and_{f}, N_{d}*H*are total number flow channels, total number of potential drops and total hydraulic head differences respectively, the discharge q through the complete flow is given by (where*K*is a constant)14.

A flow line makes angles θ

_{1}and θ_{2}with the normal to the interface of the soils having permeabilities*k*_{1},*k*_{2}before and after deflection. According to the law of deflection of the flow lines at the interface of the dissimilar soils15.

Under-reamed piles are generally

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