Bearing Behavior of Cast-in-Place Expansive Concrete Pile in Coral Sand Under Vertical Loading

2021 ◽  
Vol 35 (3) ◽  
pp. 352-360
Author(s):  
Xuan-ming Ding ◽  
Wei-ting Deng ◽  
Yu Peng ◽  
Hang Zhou ◽  
Chun-yan Wang
Keyword(s):  
Vertical Loading ◽  
Expansive Concrete ◽  
Coral Sand ◽  
Concrete Pile ◽  
Bearing Behavior

scholarly journals Performance of X-Section Concrete Pile Group in Coral Sand Under Vertical Loading

2020 ◽  
Vol 34 (5) ◽  
pp. 621-630 ◽  
Author(s):  
Yu Peng ◽  
Jia-yi Liu ◽  
Xuan-ming Ding ◽  
Hua-qiang Fang ◽  
Chun-yong Jiang
Keyword(s):  
Pile Group ◽  
Vertical Loading ◽  
Coral Sand ◽  
Concrete Pile

Experimental Study on Expansive Concrete Filled Steel Tube

2013 ◽  
Vol 275-277 ◽  
pp. 2077-2083
Author(s):  
Kai Cheng Huo ◽  
Xian Cheng Shu ◽  
Huan Huan Yue
Keyword(s):  
Experimental Study ◽  
Temperature Change ◽  
Axial Compression ◽  
High Strength ◽  
Steel Tube ◽  
Concrete Filled Steel Tube ◽  
Vertical Loading ◽  
Expansive Concrete ◽  
Hardening Process ◽  
Mix Proportion

Measure the temperature change of concrete-filled steel tubular with high strength low heat micro-expansive in its hardening process with different mix proportion. Study self-stress of high strength low-heat micro-expansive and study the relations of the expansive admixtures quantity and its changing regularity with the time. Observe the fail of axial compression short column of concrete-filled steel tubular with high strength expansive under vertical loading, study the changing regularity of its stress under loading.

scholarly journals Experimental Assessment of Performance of XCC Pile in Sand

2020 ◽  
Vol 9 (3) ◽  
pp. 4346-4351
Keyword(s):  
Load Capacity ◽  
Diameter Ratio ◽  
Scale Model ◽  
Small Scale ◽  
Lateral Capacity ◽  
Vertical Loading ◽  
Arc Distance ◽  
Concrete Pile ◽  
Uplift Load ◽  
New Type

XCC (X-Section Cast in place Concrete) pile is new type of pile developed on the basis of cast-in-place pile from the conventional circular pile and capable of resisting displacement. In this study, an attempt is made to investigate the performance of XCC Pile under different loading conditions viz., vertical loading, lateral loading and uplift loading. Experimental investigation is carried out on small scale model piles embedded in sand, by changing type of loading and distance between arc to diameter ratio of the pile. The relative density of soil, type of soil and spacing between the piles are kept constant during investigations. Ultimate capacities of piles are compared with those of conventional circular pile with same diameter and length. The results show that XCC pile with arc distance to diameter ratio equal to 0.3 provides higher vertical and lateral capacity to the extent of 45 % and 39 % respectively compared to that of conventional pile. XCC Pile with arc distance to diameter ratio equal to 0.4 provides higher uplift load capacity to the extent 29 % compared to conventional circular pile.

BEHAVIOUR OF THE "CAZALY HANGER" SUBJECTED TO VERTICAL LOADING

PCI Journal ◽  
1968 ◽  
Vol 13 (6) ◽  
pp. 48-66 ◽  
Author(s):  
J. S. Ife ◽  
S. M. Uzumeri ◽  
M. W. Huggins
Keyword(s):  
Vertical Loading

Towards Predicting Relative Belt Edge Endurance With the Finite Element Method

1990 ◽  
Vol 18 (4) ◽  
pp. 216-235 ◽  
Author(s):  
J. De Eskinazi ◽  
K. Ishihara ◽  
H. Volk ◽  
T. C. Warholic
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Three Dimensional ◽  
The Finite Element Method ◽  
Shear Deformations ◽  
Element Analysis ◽  
Vertical Loading ◽  
Predicted Values ◽  
Element Method

Abstract The paper describes the intention of the authors to determine whether it is possible to predict relative belt edge endurance for radial passenger car tires using the finite element method. Three groups of tires with different belt edge configurations were tested on a fleet test in an attempt to validate predictions from the finite element results. A two-dimensional, axisymmetric finite element analysis was first used to determine if the results from such an analysis, with emphasis on the shear deformations between the belts, could be used to predict a relative ranking for belt edge endurance. It is shown that such an analysis can lead to erroneous conclusions. A three-dimensional analysis in which tires are modeled under free rotation and static vertical loading was performed next. This approach resulted in an improvement in the quality of the correlations. The differences in the predicted values of various stress analysis parameters for the three belt edge configurations are studied and their implication on predicting belt edge endurance is discussed.

Study on Acid Deterioration Resistance of Prefabricated Concrete Pile

2016 ◽  
Vol 54 (9) ◽  
pp. 901-906
Author(s):  
D. Tsuji ◽  
T. Kobayashi ◽  
H. Jinnai ◽  
T. Kage
Keyword(s):  
Concrete Pile
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