Atterberg limits

Soil Tests:
Atterberg Limits:
1-Plastic Limits
2-Liquid Limits
introduction, Procedure,, Measurements

1. Atterberg Limits Presented By: Faizan Tanoli

2. Atterberg Limits Introduction: The Atterberg limits are a basic measure of the critical water contents of a fine-grained soil: its shrinkage limit, plastic limit, and liquid limit. The Atterberg limits can be used to distinguish between silt and clay, and to distinguish between different types of silts and clays. The water content at which the soils changes from one state to the other are known as consistency limits or Atterberg's limit.

3. Atterberg Limits Liquid Limit: Liquid Limit is defined as the minimum water content at percent on dry bases at which the soil changes its state from Liquid to Plastic State. Plastic Limit: Plastic Limit is defined as the minimum water content at percent on dry bases at which a soil enters from Semi-Solid State to Plastic State. Shrinkage Limit: Shrinkage limit is defined as, the maximum water content at which a reduction in water content will not cause a decrease in the volume of a soil mass. It is lowest water content at which soil can still be completely saturated.

4. Atterberg Limits Determination of Liquid Limit of Soil: The liquid limit is determined in the laboratory with the help of the standard liquid limit apparatus designed by Casagrande. Apparatus: 1. Casagrande appratus . 2. Sieve No. 40 (ASTM). 3. Spatula. 4. Containers. 5. Tray. 6. Electric Oven. 7. Balance.

5. Atterberg Limits Procedure: About 120 g of the specimen passing through 425 micron sieve is mixed thoroughly with distilled water in the evaporation dish or on a marble plate to form a uniform paste. A portion of the paste is placed in the cup over the spot where the cup rests on the base, squeezed down and spread into position and the groove is cut in the soil pat. The handle is rotated at a rate about 2 revolutions per second, and the number of blows is counted until the two parts of the soil sample come into contact at the bottom of the groove along a distance of 10 mm. Some soils tend to slide on the surface of the cup instead of the flowing. If this occurs, the result should be discarded, and the test repeated until flowing does not occur .

6. Atterberg Limits Procedure: After recording the number of blows, approximately 10 gram of soil from near the closed groove is taken for water content determination. Since it is difficult to adjust the water content precisely equal to the liquid limit when the groove should close in 25 blows, the liquid limit is determined by plotting a graph between the number of blows as abscissa on a logarithmic scale and the corresponding water content as ordinate.

7. Atterberg Limits Procedure: For plotting the flow curve, at least four to five sets of reading in the range of 10 to 50 blows should be taken. The water content corresponding to 25 blows is taken as the liquid limit.

8. Atterberg Limits Determination of Plastic Limit of Soil. Apparatus: Glass plat (2 x 2 feet). Spatula. Sieve No. 40 (ASTM). Electric oven. Balance.

9. Atterberg Limits Procedure: To determine the plastic limit, the soil specimen, passing 425 micron sieve, is mixed thoroughly with distilled water until the soil mass becomes plastic enough to be easily molded with fingers. The plastic soil mass should be left for enough time to allow water to permeate through the soil mass. A ball is formed with about 8 g of this plastic soil mass and rolled between the fingers and a glass plate (or marble plate) with just sufficient pressure to roll the mass into a thread of uniform diameter throughout its length. When a diameter of 3 mm is reached, the soil is re-molded again into a ball.

10. Atterberg Limits This process of rolling and re-molding is repeated until the thread starts just crumbling at a diameter of 3 mm. The crumbled threads are kept for water content determination. The test is repeated twice more with fresh samples. The plastic limit (PL) is then taken as the average of three water contents.   The plasticity index is calculated from the relation: PI = LL – PL. Procedure:

11. Atterberg Limits