LABORATORY STUDY OF THE EFFECTS OF RELATIVE DENSITY AND NON-PLASTIC FINES ON LIQUEFACTION POTENTIAL AND SETTLEMENT OF SATURATED SAND
In liquefaction occurrence, shear strength of loose cohesionless deposits of saturated soil is considerably reduced or even is lost when subjected to dynamic or seismic loads. T...
| Main Authors: | , |
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| Format: | Article |
| Language: | fas |
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Sharif University of Technology
2020-05-01
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| Series: | مهندسی عمران شریف |
| Subjects: | |
| Online Access: | https://sjce.journals.sharif.edu/article_21180_848517f4d78fe14f0d07d21a3c149baa.pdf |