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Wood chips 25 0 to 100 Sawdust 25 0 to 100 Baled straw 25 0 to 100 Structural parameters California bear ratio User input N/A CBR is then converted to resilient modulus (MR) using Equation 4; a value of 3 or less can be used for conservative results.
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The changes in the properties were assessed by the use of California Bearing Ratio (CBR) tests.
Geotechnical properties investigated include the consistency limits, compaction, California Bearing Ratio, swelling potential and water-permeability.
Moisture-density (compaction); California Bearing Ratio (CBR) and Unconfined Compression Strength (UCS) were conducted on treated and natural soils.
The Standard Compaction and California Bearing Ratio (CBR) were applied in soil samples to estimate the optimum mixture design.
Then modified Proctor compaction, soaked California Bearing Ratio, and Unconfined Compressive Strength characteristics of the samples are investigated.
The samples are subjected to soaked California Bearing Ratio tests after 0, 7, and 28 days of curing.
An empirical correlation between California Bearing Ratio of the compacted collapsible soils and liquid limit was adopted.
This paper studies compaction characteristics and California Bearing Ratio, CBR values of fine-grained soils, lateritic soils and crushed rocks.
In addition to California Bearing Ratio tests, Unconfined Compressive Strength tests with 0, 7, and 28 days of curing are performed.
Two standard test methods were conducted: (1) California Bearing Ratio test and (2) Unconfined Compressive Strength test.
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