REMOLDING EFFECT ON DYNAMIC BEHAVIOR OF SANDY SOIL SAMPLES USING RESONANT COLUMN TESTS
Shear modulus and damping ratio are two most important dynamic parameters for seismic design of structures. Several attempts have been made to determine and study these two dynam...
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| Veröffentlicht in: | مهندسی عمران شریف 2020-11, Vol.36.2 (3.2), p.159-169 |
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| Zusammenfassung: | Shear modulus and damping ratio are two most important dynamic parameters for seismic design of structures. Several attempts have been made to determine and study these two dynamic parameters using field and laboratory experiments. Sample disturbance is one of the reasons for the discrepancy between laboratory and in situ dynamic parameter test results. Failure to heed the effects of reconstituting on the dynamic parameters of soil under dynamic laboratory tests and analysis may cause serious damage. Hence, it is necessary to recognize the dynamic behavior of materials by conducting dynamic tests on cored materials and comparing the results with those of reconstituted specimen.In this research, the dynamic behavior of soil in small strains was studied by performing a resonant column test on cored and reconstituted samples. The core sample used in this study is clayey sand with high plasticity and the reconstitution of samples was carried out using the moist tamping method. Then, core sample in the dry condition and reconstituted samples in dry and moist conditions were subjected to resonant column test according to the ASTMD4015 standard under isotropic and anisotropic consolidated stresses of 150, 300, 500 and 700 KPa. The effects of consolidation stress, reconstitution, moisture, and anisotropic consolidated stress condition were studied by using the shear modulus and damping ratio versus shear strain diagrams. Furthermore, the damping ratio of the samples was dete |
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| ISSN: | 2676-4768 2676-4776 |
| DOI: | 10.24200/j30.2019.53676.2571 |