EXPERIMENT 9 MOISTURE-DENSITY RELATION …
Oct 05, 2002 · Moisture-Density (Compaction) Test Data Sheets Test Method: Standard Proctor, Method A (ASTM 698) Date Tested: October 05, 2002 Tested By: CEMM315 Class, Group A Project Name: CEMM315 Lab Sample Number: Bag-1, 2’-6’ Visual Classification of Soil: Gray silty clay, trace fine sand, low plasticity, moist, CL Water Content Determination:
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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 7 ATTERBERG LIMITS
cemmlab.webhost.uic.eduSep 20, 2002 · dimensions will flow together at the base of the groove for a distance of 13 mm (1/2 in.) when subjected to 25 shocks from the cup being dropped 10 mm in a standard liquid limit apparatus operated at a rate of two shocks per second. The plastic limit (PL) is the water content, in percent, at which a soil can no longer be deformed by
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