DocumentCode
131740
Title
The Preloading Soft Subgrade´s Calculation Of Consolidation Degree Considering Creep by ABAQUS
Author
Chen Xiangyang ; Wang Peng ; Liu Xinxi
Author_Institution
Changsha Univ. of Sci. & Technol., Changsha, China
fYear
2014
fDate
10-11 Jan. 2014
Firstpage
726
Lastpage
729
Abstract
This paper computed the consolidation degree by ABAQUS which consider the characteristics of soft soil creep on the basis of an urban expressway soft soil subgrade project. And also calculated the consolidation degrees of soft foundation in accordance with Three-dimensional consolidation theory and measured pore pressure, Afterwards, compared them. The results shows that the consolidation degree which considering creep is more closer to measured pore pressure, its accuracy is higher. If considering creep, the excess pore water pressure dissipation time become longer and the deformation of soft clay foundation will increase accordingly. This is more grounded in reality project. So, the numericial analysis which considering creep is a simple and accurate method to calculates the soft soil´s consolidation degree.
Keywords
clay; creep; deformation; finite element analysis; foundations; soil; ABAQUS; excess pore water pressure dissipation time; numericial analysis; preloading soft subgrade calculation; soft clay foundation deformation; soft foundation consolidation degrees; soft soil creep; three-dimensional consolidation theory; urban expressway soft soil subgrade project; Creep; Finite element analysis; Plastics; Pressure measurement; Soil; Soil measurements; Stress; ABAQUS; consolidation degree; creep; load pre-pressure;
fLanguage
English
Publisher
ieee
Conference_Titel
Measuring Technology and Mechatronics Automation (ICMTMA), 2014 Sixth International Conference on
Conference_Location
Zhangjiajie
Print_ISBN
978-1-4799-3434-8
Type
conf
DOI
10.1109/ICMTMA.2014.178
Filename
6802796
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