liquid limit = 46.35 %
plastic index = 21.35 %
Soils Mechanics Assignment 3 1. In a liquid limit test on a fine-grained soil, using the...
In a liquid limit test on a fine-grained soil, using the Casagrande apparatus, the following results were recorded:Test #1234Number of blows50362415Container numberJ11F12C20C2Wet soil + container90929191Dry soil + container79828387Container mass82.0081.0083.0082.00dry soilmoisture lossMoisture content, w%If the plastic limit on the same soil was found to be 25%, determine the liquid limit and plasticity index of the soil.Fill the table and draw the graph in a blank sheet and upload it in the next box
3. For a given soil, a liquid limit test results are given bellow. Number of blows, N 20 Moisture Content (%) 24.1 22.4 21.7 21.3 29 34 a. Determine the liquid limit (LL) of the soil b. Determine the flow index c. If PI = 6.7, determine the plastic limit (PL) of the soil d. The soil moisture content Win situ = 24.8% calculate the liquidity index of the soil.
COPILULILL. 4.29 A liquid limit test has been performed on a soil using the Casagrande cup. In this test, exactly 25 drops of the cup were required to close the bottom of the standard groove along a longitudinal distance of 1/2 in. A moisture content test was then performed on the tested soil and yielded the following results: Mass of soil + can before placing in oven 52.20 g Mass of soil + can after removal from oven 41.52 g...