Przegląd wybranych rozwiązań teoretycznych jednoosiowej konsolidacji gruntów
Authors:
- Bartłomiej Szepan Olek
Abstract
This paper presents the review on available approaches to predicting consolidation settlement of cohesive soils. The progress of deformation in clays is visualized as the combination of hydrodynamic and rheolo- gical processes. The first part deals with infinitesimal consolidation theories. The second part is a review of finite strain solutions that describe consolidation of soils. Non-linear one-dimensional consolidation of a thin and thick clay deposit considering linear void ratiolog effective stress relationship, self-weight of soil, constant volume (1+void ratio), thickness of clay layer and coefficient of consolidation also were considered. This aspects were illustrated for different cases on the basis of variations of degree of consolidation obtained both for settlements and dissipation of excess pore water pressures. In addition attention was paid to non-linearity ofpermeability and compressibility during consolidation course, variablity of coefficient of consolidation and time-dependent soil response.
- Record ID
- CUTf1e5882968934b9fac9df4bce191b3e8
- Publication categories
- ;
- Author
- Other language title versions
- Review of selected theoretical solutions for uniaxial consolidation of soils
- Journal series
- Przegląd Geologiczny, ISSN 0033-2151, e-ISSN 2299-002X, Monthly
- Issue year
- 2018
- Vol
- 66
- No
- 5
- Pages
- 309-320
- Other elements of collation
- wykr.; Bibliografia (na s.) - 319-320; Oznaczenie streszczenia - Abstr.; Numeracja w czasopiśmie - vol. 66, nr 5
- Keywords in English
- mathematical modelling, creep, rheology, finite strain, small strain, uniaxial consolidation
- URL
- https://www.pgi.gov.pl/oferta-inst/wydawnictwa/czasopisma/przeglad-geologiczny/10689-przeglad-geologiczny-2018-05-tom-66.html Opening in a new tab
- Language
- pol (pl) Polish
- License
- Score (nominal)
- 12
- Additional fields
- Indeksowana w: Scopus
- Uniform Resource Identifier
- https://cris.pk.edu.pl/info/article/CUTf1e5882968934b9fac9df4bce191b3e8/
- URN
urn:pkr-prod:CUTf1e5882968934b9fac9df4bce191b3e8
* presented citation count is obtained through Internet information analysis, and it is close to the number calculated by the Publish or PerishOpening in a new tab system.