| Title |
Polinio pamato nuosėdžio skirtingų skaičiavimo metodų palyginamoji analizė / |
| Translation of Title |
Comparative analysis of different calculation methods of pile foundation settlement. |
| Authors |
Kazlauskas, Mindaugas |
| Full Text |
|
| Pages |
69 |
| Keywords [eng] |
pile foundation ; deformation ; settlement ; comparative analysis |
| Abstract [eng] |
The foundation of the structure is the least visible, but probably the most important structural element of the building. Designing the right foundation requires a lot of specific knowledge. Even very experienced engineers can make mistakes both in choosing a calculation method and in the calculation algorithm itself. The load transfer mechanism of an individual pile subjected to a vertical compressive load to the foundation is a fundamental principle in the design of deep foundations. It is essential that the physical interaction between the foundation and the subgrade is investigated. In foundation design, settlement is often a criterion that determines the dimensions of the foundation, so it is very important to estimate it accurately. Although pile foundations have been used for a very long time, it is difficult to predict the deformations of their foundation. Experimental studies and numerical simulations are carried out in Lithuania and around the world in order to analyze the effect of pile foundations on the base as accurately as possible. |
| Dissertation Institution |
Kauno technologijos universitetas. |
| Type |
Master thesis |
| Language |
Lithuanian |
| Publication date |
2023 |
