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Line Number: 281
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File: /home/scilabstore/public_html/application/controllers/Welcome.php
Line: 281
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File: /home/scilabstore/public_html/index.php
Line: 315
Function: require_once
Product Details:
The consolidation test is the basic experiment to measure the settlement characteristics of a clay layer. The rate of consolidation is governed by a coupling between the hydraulic conductivity and the compressibility of the soil. For this laboratory you will measure the effect of the drainage height and the interaction between pore pressure and surface deformation. During this laboratory, you will be conducting an incremental consolidation test on a specimen trimmed from an undisturbed sample of soft clay. The odometer has been modified to control drainage from the base of the specimen. The standard test configuration is to have both top and bottom (double) drainage. The modified test configuration has only top (single) drainage. This is achieved by closing the value at the base of the specimen. A pressure transducer measures the water pressure in a sealed chamber at the bottom of the specimen.
This location is equivalent to the center plane of the specimen with double drainage. It takes from several days to a few weeks to perform a complete consolidation test. The test duration depends on the number of consolidation increments and the soil type (actually the coefficient of consolidation). A typical commercial laboratory will invest as much as 20 hours of manpower to perform the test. This being the case, it is not possible for us to perform the complete experiment for class. The entire laboratory will be performed on one test specimen. Each group will perform two increments on the same specimen but at different stress levels. We will setup the specimen, perform. The rest of the increments, and give you the entire data set for analysis. You will be performing the more detailed calculations on the two increments that you apply but will need the entire data set to compute the compression curve.
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