Pregled bibliografske jedinice broj: 456418
A Mass-Conservative Numerical Solution for Finite-Strain Consolidation during Continuous Soil Deposition
A Mass-Conservative Numerical Solution for Finite-Strain Consolidation during Continuous Soil Deposition // Proceedings of the Geo Institute Congress / Siegel, Timothy C. ; Luna, Ronaldo ; Hueckel, Tomasz ; Laloui, Lyesse (ur.).
Denver (CO): ASCE Publications, 2007. str. 1-10 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 456418 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
A Mass-Conservative Numerical Solution for Finite-Strain Consolidation during Continuous Soil Deposition
Autori
Gjerapic, Goran ; Znidarcic, Dobroslav
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the Geo Institute Congress
/ Siegel, Timothy C. ; Luna, Ronaldo ; Hueckel, Tomasz ; Laloui, Lyesse - Denver (CO) : ASCE Publications, 2007, 1-10
ISBN
0-7844-0901-3
Skup
Geo Institute Congress, Geo-Denver 2007.
Mjesto i datum
Denver (CO), Sjedinjene Američke Države, 19.02.2007. - 21.02.2007
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Numerical models; Soil consolidation; Strain; Wetlands; Dredging; Hydraulic fill; Sediment deposits
Sažetak
Consolidation of accreting soft soils is a topic of significant interest for engineers dealing with mine tailings deposition, hydraulic fills, dredging deposits, and wetland construction. In these cases, the classical Terzaghi's theory often fails to produce satisfactory solutions due to variations in compressibility and permeability under large deformations. The finite-strain theory introduced by Gibson allows for the non-linearity of material properties and provides an accurate description of soft soil deposits undergoing large displacements. Numerical accretion models based on Gibson's theory need to account for both the non-linearity of the governing equation and the continuous domain change. This paper investigates the numerical performance of several one-dimensional finite-difference schemes with different time-stepping algorithms and mesh discretization procedures. An optimal mass-conservative scheme is selected and implemented into a numerical model. The presented field example demonstrates that the employed mapping technique ensures both mass and water conservation, essential for water balance and storage capacity prediction in slurry disposal projects.
Izvorni jezik
Engleski
Znanstvena područja
Rudarstvo, nafta i geološko inženjerstvo
POVEZANOST RADA
Projekti:
195-0831529-1847 - Ispitivanje trajnosti mineralnih brtvenih barijera (Kovačević Zelić, Biljana, MZOS ) ( CroRIS)
Ustanove:
Rudarsko-geološko-naftni fakultet, Zagreb
Profili:
Dobroslav Znidarčić
(autor)