Under loads up to 0.1-0.3 MPa, soils exhibit elastic properties. With increasing load, viscous, plastic, and nonlinear properties of soils appear. Nonlinear properties of soils arise due to the micro-shattering of their structure under compression. As a result, the physical-mechanical characteristics of soils change. The results of experiments on compression of clay samples are presented. From the results of their processing, the values of the strain modulus of soil are determined. A numerical solution to the nonlinear equation of state of soils is obtained for strain values known from the experiment, and the strain modulus of clay is determined.
| Mualliflar | Акбаров, Нодирбек, Логинов, Павел, Хамидов, Саиджон |
|---|---|
| Jurnal | Al-Farg'oniy avlodlari |
| Nashr sanasi | 2024-06-05 |
| Son | 2 |
| Betlar | 146-151 |
| Til | Rus |
грунт, модули деформации, численное моделирование, математическая модель, закон деформирования, soil, strain modulus, numerical modeling, mathematical model, law of strain, грунт, деформация модули, сонли моделлаштириш, математик модел, деформацияланиш қонуни
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