In environmental engineering the concrete expanded-plate pile (The CEP pile) is a new type pile, which is different from the ordinary cast-in-place concrete pile, through the special device, the bearing plate is set in the specific position of the pile, so the bearing capacity of the pile can be improved ecologically. Clay soil is the main soil layer used for burring the bearing plate, because the moisture content of clay soil layer has a certain influence on bearing capacity, in this paper, the changes of uplift bearing capacity of the CEP pile and soil failure behavior in the case of different moisture content are studied by environmental engineering model test of undisturbed soil, and it will be simulated and analyzed by using ANSYS finite element software, the analysis results are compared and come to a conclusion, and then the existing design theory of the CEP pile can be perfected, which can provide reliable theory basis for the popularization and application of this type of pile and develop solutions to environmental problems.
[1]
Y. Qian,et al.
Analysis of Soil Characteristics Affecting Failure Behavior and Bearing Capacity of the Concrete Expanded-Plates Pile
,
2015
.
[2]
H. Eryiğit,et al.
The study of mechanical properties and wear behaviour of surface borided dual-phase steel
,
2014
.
[3]
Yongmei Qian,et al.
Experimental Research on Failure Behavior of Soil around Pile under Compression
,
2013
.
[4]
W. Tian,et al.
A Study on the Influence of Soil Thickness on Calculating Bearing Capacity of CEP Pile under Vertical Compression and Tension
,
2017
.
[5]
V. Stoilov,et al.
STATIC STRENGTH ANALYSIS OF THE BODY OF A WAGON, SERIES Zans
,
2015
.