Saturday, 31 July 2021

Target GATE & ESE 2022 (Geotechnical Engineering)

 Do You Know?

πŸ‘‰ In-Situ Shear modulus of soil can be calculated from Pressure-meter test.

πŸ‘‰ Soil Consistency                  N-Value

       Very Soft                               0-2                           

       Soft                                       3-4

      Firm                                       5-8

       Stiff                                      9-16

   Very Stiff                                 16-32

     Hard                                        >32

πŸ‘‰ Soil Description    Relative Density(%)    N-Value

      Very Loose               <15                                  <4

        Loose                     15-35                               4-10

Medium Dense              35-65                              10-30

   Dense                          65-85                             30-50

Very Dense                    >85                                    >50



πŸ‘‰  SPT: Suitable only for Cohesionless soil such as sandy soil

      DCPT: Dynamic cone penetration test is conducted by driving the cone by blows of a hammer. This is primarily used for cohesive soils but also applicable for medium to fine sand.

     SCPT: Static Cone penetration test is used for soil profiling. It also gives the value of end resistance and frictional resistance of sleeves.


πŸ‘‰Auger boring is most effective in soft soils which can stand unsupported and have some stickiness so that they do not fall back into hole during lifting operation.
πŸ‘‰Geophysical methods: They are non-destructive methods used in the construction industry for investigation of sub surface.



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