EXPERIMENT 7 ATTERBERG LIMITS
Sep 20, 2002 · ATTERBERG LIMITS Purpose: This lab is performed to determine the plastic and liquid limits of a fine- ... (PL) is the water content, in percent, at which a soil can no longer be deformed by rolling into 3.2 mm (1/8 in.) diameter threads without crumbling. Standard Reference: ASTM D 4318 - Standard Test Method for Liquid Limit, Plastic Limit, and
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EXPERIMENT 10
cemmlab.webhost.uic.eduOct 10, 2002 · Enough water should be added so that the mixture may flow freely (see Photo B). (5) Using a scoop, pour the prepared soil into the lower chamber using a circular motion to fill it to a depth of 1.5 cm. A uniform layer should be formed. (6) Use the tamping device to compact the layer of soil. Use
EXPERIMENT 12 UNCONFINED COMPRESSION (UC) TEST
cemmlab.webhost.uic.eduAug 30, 2002 · the shear plane; and s‘ = (s - u), s = total pressure, and u = pore water pressure; c’ and ϕ’ are drained shear strength parameters. The determination of drained shear strength parameters is given in Experiment 14 Equipment: Compression device, Load and deformation dial gauges, Sample trimming equipment, Balance, Moisture can.
Direct Shear Test - University of Illinois at Chicago
cemmlab.webhost.uic.eduAug 30, 2002 · The direct shear test is one of the oldest strength tests for soils. In this laboratory, a direct shear device will be used to determine the shear strength of a cohesionless soil (i.e. angle of internal friction (f)). From the plot of the shear stress versus the horizontal displacement, the maximum shear stress is obtained for a
EXPERIMENT 9 MOISTURE-DENSITY RELATION …
cemmlab.webhost.uic.eduOct 05, 2002 · of the guide sleeve. (6) The soil should completely fill the cylinder and the last compacted layer must extend slightly above the collar joint. If the soil is below the collar joint at the completion of the drops, the test point must be repeated. (Note: For the last layer, watch carefully, and add more
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