Effect of Loading Duration on the Parameters Obtained from Consolidation Test
Consolidation properties of clay soils are evaluated in the laboratory using the one-dimensional consolidation test. The one-dimensional consolidation testing procedure was first suggested by Terzaghi (1925). In this procedure, the load on the specimen is applied and usually kept for 24 hours. After...
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| Format: | Article |
| Language: | English |
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Unviversity of Technology- Iraq
2013-11-01
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| Series: | Engineering and Technology Journal |
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| Online Access: | https://etj.uotechnology.edu.iq/article_83730_0bdd6c0d81bb55d8d31760431ab230c8.pdf |