The bearing capacity of
a soil mainly depends on the closeness of its particles. The bearing capacity
of a soil can be increased by the following methods:
1. By increasing the depth of
foundation. The
compactness of the foil increases as we go below the ground level. As the
bearing capacity directly depends on the compactness of the soil, it will go on
increasing as the depth of foundation is increased.
2. By draining of the sub-soil under. Water reduces the cohesive
properties and hence reduces the bearing capacity of the soil. By draining off
water from the sub-soil the bearing capacity of the soil is certainly
increased.
3. By compacting the soil. If the soil is compacted
thoroughly, the voids are decreased and bearing capacity is increased.
4. By confining the soil and
preventing it form spreading and lateral movement. Spreading soils, if confined by sheet piling will resist
more leads, that is, their bearing capacity will increase.
5. By increasing the width of foundation. By increasing the width of
foundations, the intensity of load is decreased and on the same soil more loads
can be placed. (Virtually speaking the bearing capacity of that particular area
of the soil is increased).
6. By hardening the soil by grouting,
i.e. pumping in the cement -grout into the ground. By grouting, the cohesive properties are increased and the
soil will be able to take up more loads.
7. By solidifying the ground by
chemical processes. In this case also the soil is compacted by mixing certain
chemicals such as ' calcium chloride etc.
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