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| Teaching Since: | May 2017 |
| Last Sign in: | 398 Weeks Ago, 6 Days Ago |
| Questions Answered: | 66690 |
| Tutorials Posted: | 66688 |
MCS,PHD
Argosy University/ Phoniex University/
Nov-2005 - Oct-2011
Professor
Phoniex University
Oct-2001 - Nov-2016
1. For leossial soil, given
 = 2.69. Plot a graph of
 versus liquid limit to identify the zone in which the soil is likely to collapse on saturation. If a soil has a liquid limit of 33,
, and
, is collapse likely to occur?
2. A collapsible soil layer in the field has a thickness of 3 m. The average effective overburden pressure on the soil layer is 62 kN/m2. An undisturbed specimen of this soil was subjected to a double oedometer test. The preconsolidation pressure of the specimen as determined from the soaked specimen was 84kN/m2. Is the soil in the field normally consolidated or preconsolidated?
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