| dc.contributor.author | Boiko, I. L. | |
| dc.contributor.author | Alhassan, M. | |
| dc.date.accessioned | 2018-03-10T14:04:30Z | |
| dc.date.available | 2018-03-10T14:04:30Z | |
| dc.date.issued | 2013 | |
| dc.identifier.citation | Boiko, I. L. Effect of Vertical Cross-Sectional Shape of Foundation on Settlement and Bearing Capacity of Soils / I. L. Boiko, M. Alhassan // 11th International Conference on Modern Building Materials, Structures and Techniques, (MBMST 2013, Vilnius, Lithuania). – 2013. – Vol. 57. – P. 207-212. – (Procedia Engineering). – DOI: 10.1016/j.proeng.2013.04.029. | en |
| dc.identifier.uri | https://rep.bntu.by/handle/data/38492 | |
| dc.description.abstract | Load-settlement relationships of shallow foundation models with different vertical cross-sectional shapes on different modeled subsoil conditions are presented. Model of shallow foundations with rectangular, wedge and T-shape vertical cross-sections were studied. The study generally shows that bulk of the load resistance of subsoil bases at the instance of shallow foundations with rectangular vertical cross-sectional shapes is mostly associated with the soil beneath the foundation base, while at the instances of those with wedge and T-shape vertical cross-sectional shape, both soil beneath the foundations' bases and along their vertical stems, is actively involved in the resistance of structural loads. | en |
| dc.language.iso | en | en |
| dc.title | Effect of Vertical Cross-Sectional Shape of Foundation on Settlement and Bearing Capacity of Soils | en |
| dc.type | Working Paper | ru |
| dc.identifier.doi | 10.1016/j.proeng.2013.04.029 | |
