The liquid limit of the soil sample is about 65% with corresponding volume of 42 cc. When the water is added to the dry sample of this soil at 22% water content, the soil is just saturated having corresponding volume of 24.2 cc. The specific gravity of soil solids is A 2.65 B 2.88 C 2.79 D 2.74

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Q: Describe the process of soil improvement and ground modification techniques ?

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Q: What is coefficient of lateral earth pressure?

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Q: What is poorly graded soil?

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Q: Please state your ideas about subsurface stresses in soils and the settlement of structures . You…

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Q: Explain Improvement Techniques of Deep-Ground.

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Q: Outline the general procedure used to drill soil borings and obtain soil samples for classification…

A: General procedure in soil boring:

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A:

Q: Provide a probable description for the soil deposit that could become a collapsible gravel.

A: collapsible soil:

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Q: Define double hydrometer test.

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Q: How does the manual methods used in soil investigation and when it is necessary?

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Q: Explain two techniques of soil investigation which are wide in use?

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