Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Time-Dependent Deformation Behavior of Jiangsu Marine Clay
In this article, the mechanical behavior of a Jiangsu marine clay was investigated by drained triaxial tests, traixial rheological tests, and one-dimensional compression and swelling tests. A visco-plastic model, the Bingham model combining two yield surfaces model, was proposed to describe the time-dependent deformation behaviors of the marine clay. The governing equation of Biot's consolidation theory for the visco-plastic soil is solved using a finite element code which incorporates the visco-plastic model. Using the finite element method, settlements of a typical embankment on the Lianxu expressway in China are calculated. Settlement calculations using the visco-plastic model are in agreement with the measured settlements in the field. The results demonstrate that the visco-plastic model is appropriate for calculating the visco-plastic deformations of Jiangsu marine clay. Theoretical and experimental studies show that the visco-plastic deformation of Jiangsu marine clay is substantial.
Time-Dependent Deformation Behavior of Jiangsu Marine Clay
In this article, the mechanical behavior of a Jiangsu marine clay was investigated by drained triaxial tests, traixial rheological tests, and one-dimensional compression and swelling tests. A visco-plastic model, the Bingham model combining two yield surfaces model, was proposed to describe the time-dependent deformation behaviors of the marine clay. The governing equation of Biot's consolidation theory for the visco-plastic soil is solved using a finite element code which incorporates the visco-plastic model. Using the finite element method, settlements of a typical embankment on the Lianxu expressway in China are calculated. Settlement calculations using the visco-plastic model are in agreement with the measured settlements in the field. The results demonstrate that the visco-plastic model is appropriate for calculating the visco-plastic deformations of Jiangsu marine clay. Theoretical and experimental studies show that the visco-plastic deformation of Jiangsu marine clay is substantial.
Time-Dependent Deformation Behavior of Jiangsu Marine Clay
Miao, L. (Autor:in) / Zhang, J. (Autor:in) / Wang, F. (Autor:in) / Houston, S. L. (Autor:in)
Marine Georesources & Geotechnology ; 26 ; 86-100
12.05.2008
15 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Time-Dependent Deformation Behavior of Jiangsu Marine Clay
| Online Contents | 2008
Secondary Compression Features of Jiangsu Soft Marine Clay
| Taylor & Francis Verlag | 2007
Secondary Compression Features of Jiangsu Soft Marine Clay
| Online Contents | 2007
Strength - Deformation Behavior of Marine Clay Treated with Lime
| British Library Conference Proceedings | 2001