The properties of
the underlying soil are determined by field and laboratory tests of the soil
samples obtained from the bore holes drilled to a depth as mentioned in the
above section and/or the Bill of Quantities. As far as possible, the locations
of the boreholes shall be under foundation. Generally the following tests are
conducted for determination of soil properties:
SN
|
Type of
test
|
Frequency
|
|
|
|
1
|
Undisturbed Soil Sampling
|
at least 4 at each borehole
|
2
|
Standard Penetration Test
|
as required but the interval not less than
|
|
|
1.5 m
|
3
|
Grain size analysis
|
at least 4 at each borehole
|
4
|
Hydrometer analysis
|
at least 4 at each borehole
|
5
|
Moisture content
|
at least 4 at each borehole
|
6
|
Bulk and dry density
|
at least 4 at each borehole
|
7
|
Unconfined compression test
|
at least 4 at each borehole
|
8
|
Consolidation test
|
at least 4 at each borehole
|
9
|
Direct shear test
|
at least 4 at each borehole
|
If required by the field condition, the
Consultant shall conduct other types of tests. Similarly the frequency of the
above tests can be increased if required. The cost of all the field and
laboratory tests shall be incorporated in the cost of soil investigation works.
No separate payment shall be made for the tests.
The DHM, if required,
may ask the Consultant to submit the soil/rock samples obtained from the
drilling works in core boxes and/or a bore-log certified by the consultants
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