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An in-place density determination (in-place unit weight) is made for the sand in a borrow pit using a balloon- type density apparatus. The damp sample dug from a test hole is found to weigh 8.5 lb. The volume of the test hole is 0.065 ft3. From these data, compute the wet unit weight of the soil.

An in-place density determination (in-place unit weight) is made for the sand in a borrow pit using a balloon- type density apparatus. The damp sample dug from a test hole is found to weigh 8.5 lb. The volume of the test hole is 0.065 ft3. From these data, compute the wet unit weight of the soil.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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An in-place density determination (in-place unit weight) is made for the sand in a borrow pit using a balloon- type density apparatus. The damp sample dug from a test hole is found to weigh 8.5 lb. The volume of the test hole is 0.065 ft3. From these data, compute the wet unit weight of the soil.

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