Geotechnical Engineering Objective Questions
This set of Geotechnical Engineering Multiple Choice Questions & Answers (MCQs) focuses on “Activity of clays”.
1. The plasticity of clay depends on which of the following?
Explanation: The plasticity depends on i) The nature of clay minerals present ii) amounts of clay minerals present.
2. The typical activity value of illite, present in clay is________
Explanation: Typical active values are kaolinite: 0.4-0.5 Illite: 0.5-1.0 Montmorillonite: 1.0-7.0.
3. Based on activity number, clays can be classified in to_______ categories.
Explanation: Clays are classified into 3 types as kaolinite, illite, and montmorillonite.
4. A clay is said to be inactive, if the activity is_________
Explanation: Clay is classified as inactive if the activity is less than 0.75.
5. Clay containing kaolinite, will relatively have a_________ activity.
Explanation: Clay containing will have relatively low activity, while montorillonite have high activity.
6. Activity of a clay can be determined by laboratory test like __________
Explanation: Activity can be determined by from the result of usual laboratory tests such as wet analysis, liquid limit, and plastic limit.
7. Based on the observation made by Skempton, for a given soil __________
Explanation: In 1953 skempton, observed that for a given soil the plasticity index is proportional to the percent of clay-size fraction.
8. For a clay to be active, the activity of it should be __________
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Explanation: Based on activity number, the activity should be greater than 1.4 for clay to be active.
9. The sensitivity of most clays usually falls in a range of _________
Explanation: From referring sensitivity classification table, it can be seen that clays have a common sensitivity between 1 to 8.
10. Highly over consolidating clays tends to be _________
Explanation: This type of clay tends to have sensitive of 1(unity). Hence it is classified as in sensitive.
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