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Number of soil-cement specimens, molded from heavy black clay, were subjected to series of load repetitions to determine fatigue behavior of soil-cement under compressive, tensile and flexural stresses; results showed that fatigue limit does exist irrespective of method of stressing and tensile and flexural fatigue limit appears to be independent of cement content; accuracy of several accepted laboratory tests for soil-cement pavement design is discussed.
Number of soil-cement specimens, molded from heavy black clay, were subjected to series of load repetitions to determine fatigue behavior of soil-cement under compressive, tensile and flexural stresses; results showed that fatigue limit does exist irrespective of method of stressing and tensile and flexural fatigue limit appears to be independent of cement content; accuracy of several accepted laboratory tests for soil-cement pavement design is discussed.
Fatigue behaviour of soil-cement
Australian Road Research
Bofinger, H.E. (author)
1965
9 pages
Article (Journal)
English
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