An Engineering Model for Compaction of Sand Under Cyclic Loading
A model for compaction of saturated sand subjected to cyclic loading is proposed. The model has been formulated in terms of the cyclic stress and strain amplitudes. The first equation describing the model is the compaction law, the second one is the stress -strain relationship between cyclic amplit...
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| Format: | Article |
| Language: | English |
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Institute of Fundamental Technological Research
1987-12-01
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| Series: | Engineering Transactions |
| Online Access: | https://et.ippt.pan.pl/index.php/et/article/view/1787 |
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| _version_ | 1849321030429966336 |
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| author | A. Sawicki |
| author_facet | A. Sawicki |
| author_sort | A. Sawicki |
| collection | DOAJ |
| description |
A model for compaction of saturated sand subjected to cyclic loading is proposed. The model has been formulated in terms of the cyclic stress and strain amplitudes. The first equation describing the model is the compaction law, the second one is the stress -strain relationship between cyclic amplitudes. A correlation of constitutive equations with cyclic loading data is presented. Pore pressure generation under cyclic loading in undrained conditions is evaluated to illustrate predictions of the model.
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| format | Article |
| id | doaj-art-bf572f9f70bd472e9e48d17060eb9dc3 |
| institution | Kabale University |
| issn | 0867-888X 2450-8071 |
| language | English |
| publishDate | 1987-12-01 |
| publisher | Institute of Fundamental Technological Research |
| record_format | Article |
| series | Engineering Transactions |
| spelling | doaj-art-bf572f9f70bd472e9e48d17060eb9dc32025-08-20T03:49:51ZengInstitute of Fundamental Technological ResearchEngineering Transactions0867-888X2450-80711987-12-01354An Engineering Model for Compaction of Sand Under Cyclic LoadingA. Sawicki0Institute of Hydroengineering, Gdańsk A model for compaction of saturated sand subjected to cyclic loading is proposed. The model has been formulated in terms of the cyclic stress and strain amplitudes. The first equation describing the model is the compaction law, the second one is the stress -strain relationship between cyclic amplitudes. A correlation of constitutive equations with cyclic loading data is presented. Pore pressure generation under cyclic loading in undrained conditions is evaluated to illustrate predictions of the model. https://et.ippt.pan.pl/index.php/et/article/view/1787 |
| spellingShingle | A. Sawicki An Engineering Model for Compaction of Sand Under Cyclic Loading Engineering Transactions |
| title | An Engineering Model for Compaction of Sand Under Cyclic Loading |
| title_full | An Engineering Model for Compaction of Sand Under Cyclic Loading |
| title_fullStr | An Engineering Model for Compaction of Sand Under Cyclic Loading |
| title_full_unstemmed | An Engineering Model for Compaction of Sand Under Cyclic Loading |
| title_short | An Engineering Model for Compaction of Sand Under Cyclic Loading |
| title_sort | engineering model for compaction of sand under cyclic loading |
| url | https://et.ippt.pan.pl/index.php/et/article/view/1787 |
| work_keys_str_mv | AT asawicki anengineeringmodelforcompactionofsandundercyclicloading AT asawicki engineeringmodelforcompactionofsandundercyclicloading |