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Civil Engineering Department

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Presentation on theme: "Civil Engineering Department"— Presentation transcript:

1 Civil Engineering Department
Atterberg's Limits Prof Neelam Belani Assistant Professor Civil Engineering Department IT,NU

2

3 Content Soil Consistency Atterberg Limits Plasticity Index
Liquid Limit Plastic Limit Shrinkage Limit Plasticity Index Liquidity Index Plasticity Chart

4 Soil Consistency Soil consistence provides a means of describing the degree and kind of cohesion and adhesion between the soil particles as related to the resistance of the soil to deform or rupture Soil Behave Like: SOILD at very low moisture content LIQUID at very high moisture content

5 - + Soil Consistency - Atterberg Limits
Depending on Moisture Content soil can be divided into: Solid Semi-Solid Plastic Liquid - Shrinkage Limit (SL) LI = 0 Moisture Content (w) Plastic Limit (PL) Liquidity Index (LI) Plasticity Index (PI) = PL - LL Liquid Limit (LL) LI = 1 +

6 Liquid Limit - Definition
Liquid Limit (LL) is defined as the moisture content at which soil begins to behave as a liquid material and begins to flow (Liquid limit of a fine-grained soil gives the moisture content at which the shear strength of the soil is approximately 2.5kN/m2)

7 Liquid Limit - Measurement
First Method Casagrande Apparatus ASTM D-4318

8 Liquid Limit - Measurement
Liquid Limit (LL) at N = 25

9 Liquid Limit – Flow Index

10 Liquid Limit - Measurement
Second Method Fall Cone Method BS1377

11 Liquid Limit - Measurement
Liquid Limit (LL) at d = 20 mm

12 Plastic Limit - Definition
The moisture content (%) at which the soil when rolled into threads of 3.2mm (1/8 in) in diameter, will crumble.

13 Plastic Limit - Measurement
First Method ASTM D-4318 PL = w% at d 3.2 mm (1/8 in.)

14 Plastic Limit - Measurement
Second Method Fall Cone Method BS1377 Plastic Limit (PL) at d = 20 mm

15 Plasticity Index - Definition
Plasticity Index is the difference between the liquid limit and plastic limit of a soil. PI = LL – PL

16 Question!! Plasticity Index - Definition PI (%) = 4.12 IF (%)
PI (%) = 0.74 IFC (%) Question!! Which PI is more reasonable for construction projects? The high one or the low one?!

17 Shrinkage Limit - Definition
The moisture content, in percent, at which the volume of the soil mass ceases to change

18 Shrinkage Limit - Definition

19 Shrinkage Limit - Measurement

20 - + Soil Consistency - Atterberg Limits
Depending on Moisture Content soil can be divided into: Solid Semi-Solid Plastic Liquid - Shrinkage Limit (SL) LI = 0 Moisture Content (w) Plastic Limit (PL) Liquidity Index (LI) Plasticity Index (PI) = PL - LL Liquid Limit (LL) LI = 1 +

21 Liquidity Index - Definition

22 Plasticity Chart - Definition
Casagrande (1932) studied the relationship of the plasticity index to the liquid limit of a wide variety of natural soils. He proposed a plasticity chart

23 Organic Inorganic Silt Clay


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