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Wykorzystanie metod numerycznych do posadowienia zapory ziemnej na gruntach organicznych
| Content Provider | Semantic Scholar |
|---|---|
| Author | Rabarijoely, Simon |
| Copyright Year | 2020 |
| Abstract | The numerical analysis combined with the theory of consolidation was used for the foundation of dam embankment built in stages on soft organic subsoil. The subsoil under the dam was covered with pre-consolidated organic mud and normally consolidated cohesive soil. The dam was and still is monitored by piezometer measurements as well as vertical and horizontal benchmarks displacements. The calculations were carried out using a modified Cam-Clay (MCC) model using CRISP software. A linear-elastic soil model was used for this embankment during construction. The results of the calculated vertical displacements were compared with the observed. |
| Starting Page | 27 |
| Ending Page | 34 |
| Page Count | 8 |
| File Format | PDF HTM / HTML |
| DOI | 10.22630/aspa.2019.18.4.42 |
| Volume Number | 18 |
| Alternate Webpage(s) | http://www.architectura.actapol.net/pub/18_4_27.pdf |
| Alternate Webpage(s) | https://doi.org/10.22630/aspa.2019.18.4.42 |
| Language | English |
| Access Restriction | Open |
| Content Type | Text |
| Resource Type | Article |
