Title :
Study on the limit height of embankment filling on the expansive soil foundations
Author :
Mingwei, Liu ; Shiwu, Huang
Author_Institution :
Chongqing Jiaotong Univ., Chongqing, China
Abstract :
The maximum filling height of embankment (ie, the limit filling) is an imprtant problem of the design and construction when embankment filling on a certain slope of expansion soil. Currently, some disposal of non-expansion soil foundation are often applied to the engineering design and construction of expansion soil foundation. However, because of the complicated nature of expansive soil, some engineering will failure due to the deterioration of expansive soil under construction or after construction. In this paper, finite element limit analysis method is used to calculate the limit height of inclined expansive soil embankment by the APDL statement and the method of bisection. The results showed that the relationships between the embankment limit height and the horizontal angle (α)are linear. In practice, the corresponding embankment limit height will be worked out according to the ratio of slope. The results is of a clear guiding significance to the engineering design and construction, and the calculation method of embankment limit height could provide a reference for revising and perfecting the “Specifications for Design of Highway Subgrades” (JTGD30-2004).
Keywords :
finite element analysis; foundations; geotechnical engineering; soil; APDL statement; construction; embankment filling; engineering design; expansive soil embankment; expansive soil foundations; finite element limit analysis; limit height; maximum filling height; nonexpansion soil foundation; Buildings; Design engineering; Failure analysis; Filling; Finite element methods; Levee; Plastics; Road transportation; Soil; Stability analysis; embankment filling; expansive soil; filling technique; limit analysis of FEM; limit height;
Conference_Titel :
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location :
Wuhan
Print_ISBN :
978-1-4244-7737-1
DOI :
10.1109/MACE.2010.5536107