A multiple integral theory is advanced to describe the influence of water content on the mechanical behavior of clay soils. Experimental data from three series of creep tests and one set of relaxation tests over a wide range from a few seconds to beyond 10,000 min are reported and analyzed. In the range of experimental observations the theoretical results show good agreement with the experimental data.
|Original language||English (US)|
|Number of pages||11|
|Journal||Trans Soc Rheol|
|State||Published - 1971|
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