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SCHOOL OF GRADUATE STUDIES FACULTY OF TECHNOLOGY ...

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6. Swelling Behavior Predictive Models<br />

The evaluation of swell behavior of a soil using undisturbed samples is a difficult and<br />

expensive process. Therefore there is a need for simple routine tests to be performed on<br />

disturbed samples to achieve the same purpose. To facilitate this, empirical models had<br />

been put forwarded by different researchers to predict swell behavior of a soil.<br />

These models comprise different soil parameters in different combinations. Index<br />

properties are the widely used parameters in these models because these properties have<br />

significance in indicating the swelling behavior of a soil.<br />

In general, previously developed empirical equations and equations to be developed in<br />

the future are not to be expected to determine swelling pressure precisely and accurately<br />

for all soils. The formation and development of soil structure has very erratic nature and<br />

the swell potential is dependent on the geology, environmental factors, soil characteristics<br />

and many other factors, which vary from place to place. Therefore equations developed<br />

for soils in one place may not work at all if tested on soils of other place of the same<br />

region. Hence specific models have to be developed for specific areas in order to give fair<br />

evaluations.<br />

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