DocumentCode
517950
Title
Notice of Retraction
The simulation analysis for sacked sand drain of soft soil foundation
Author
Deguang Meng ; Ying Long
Author_Institution
Coll. of Urban Constr., Hebei Normal Univ. of Sci. & Technol., Qinhuangdao, China
Volume
4
fYear
2010
fDate
16-18 April 2010
Abstract
Notice of Retraction
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
It is extensive use to sacked sand drain in the engineering of soft soil foundation. Three-dimensional finite element model is established on the based of Biot consolidation theory, the model is loaded and calculated on the based of considering lateral deformation and spatial seepage, elastic-plasticity character of soil, construction stage loading progress etc. case study is analyzed to obtain the regular of settlement and excess hydrostatic pore pressure. The calculation value of finite element method is reasonable to compare with measured data. The finite element method is used to simulate truly every position and step settlement and excess hydrostatic pore pressure. And reasonable project plan is obtained through the optimization analysis. The method can analyze reasonably on the sacked sand drain of soil soft foundation and forecast final settlement of embankment more exactly to supply reference of design and construction.
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
It is extensive use to sacked sand drain in the engineering of soft soil foundation. Three-dimensional finite element model is established on the based of Biot consolidation theory, the model is loaded and calculated on the based of considering lateral deformation and spatial seepage, elastic-plasticity character of soil, construction stage loading progress etc. case study is analyzed to obtain the regular of settlement and excess hydrostatic pore pressure. The calculation value of finite element method is reasonable to compare with measured data. The finite element method is used to simulate truly every position and step settlement and excess hydrostatic pore pressure. And reasonable project plan is obtained through the optimization analysis. The method can analyze reasonably on the sacked sand drain of soil soft foundation and forecast final settlement of embankment more exactly to supply reference of design and construction.
Keywords
elastic deformation; elastoplasticity; finite element analysis; foundations; geotechnical engineering; plastic deformation; sand; soil; structural engineering; Biot consolidation theory; construction stage loading progress; elastoplasticity; embankment; hydrostatic pore pressure; lateral deformation; optimization analysis; sacked sand drain; soft soil foundation; soil characteristics; spatial seepage; three-dimensional finite element model; Analytical models; Capacitive sensors; Deformable models; Differential equations; Educational institutions; Finite element methods; Levee; Partial differential equations; Soil; Stress; finite element method; optimization; sacked sand drain; soft soil;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer Engineering and Technology (ICCET), 2010 2nd International Conference on
Conference_Location
Chengdu
Print_ISBN
978-1-4244-6347-3
Type
conf
DOI
10.1109/ICCET.2010.5485275
Filename
5485275
Link To Document