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Received: 2006-12-25
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Static load test and load transfer mechanism study of squeezed branch and plate pile in collapsible loess foundation
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GAO Xiao-juan, WANG Jin-chang, ZHU Xiang-rong. Static load test and load transfer mechanism study of squeezed branch and plate pile in collapsible loess foundation[J]. Journal of Zhejiang University Science A, 2007, 8(7): 1110-1117.
@article{title="Static load test and load transfer mechanism study of squeezed branch and plate pile in collapsible loess foundation",
author="GAO Xiao-juan, WANG Jin-chang, ZHU Xiang-rong",
journal="Journal of Zhejiang University Science A",
volume="8",
number="7",
pages="1110-1117",
year="2007",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.2007.A1110"
}
%0 Journal Article
%T Static load test and load transfer mechanism study of squeezed branch and plate pile in collapsible loess foundation
%A GAO Xiao-juan
%A WANG Jin-chang
%A ZHU Xiang-rong
%J Journal of Zhejiang University SCIENCE A
%V 8
%N 7
%P 1110-1117
%@ 1673-565X
%D 2007
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.2007.A1110
TY - JOUR
T1 - Static load test and load transfer mechanism study of squeezed branch and plate pile in collapsible loess foundation
A1 - GAO Xiao-juan
A1 - WANG Jin-chang
A1 - ZHU Xiang-rong
J0 - Journal of Zhejiang University Science A
VL - 8
IS - 7
SP - 1110
EP - 1117
%@ 1673-565X
Y1 - 2007
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.2007.A1110
Abstract: As a special geological phenomenon, the character of collapsible loess foundation is collapsible when penetrated by water. This character leads to the soil losing load bearing capacity largely and may lead to foundation failure. Pile is a popular foundation used in collapsible loess. The squeezed branch and plate pile is a new type of pile developed in recent years and has not be used in a project before. In this paper three squeezed branch and plate piles are tested in collapsible loess after immersion processing. The results may be used for reference in similar construction project, and to provide theoretical references for designing of the squeezed branch and plate piles in engineering practice.
[1] Gao, X.J., Li, Y.H., 2005. Experimental investigation on bearing capacity characters of artificial excavating squeezed branch pile. Geotechnical Engineering Technique, 19(3):148-151 (in Chinese).
[2] Gao, X.J., Zhu, X.R., 2006. Static load test of the squeezed branch and plate pile in collapsible loess foundation after prewatering processing. Industrial Construction, 36(9):46-49 (in Chinese).
[3] Jain, G.S., Gupta, S.P., 1972. Deformation of soil around a multi-under-reamed pile. Indian Concrete Journal, (6):239-241.
[4] Jain, G.S., Jain, M.P., Gupta, S.P., 1969. Construction of single-and multi-reamed piles. Indian Concrete Journal, (11):402-407.
[5] Lu, C.Y., Meng, F.L., Wu, J., Dai, L.H., 2004. Testing study on effect of different soil layers on load transfer of model piles with branch plates. Chinese Journal of Rock Mechanics and Engineering, 23(20):3547-3551 (in Chinese).
[6] Qian, D.L., 2003. Study on bearing behavior of squeezed branch pile. Chinese Journal of Rock Mechanics and Engineering, 22(3):494-499 (in Chinese).
[7] Qian, D.L., 2004. Study on interaction between squeezed branch pile and soil and FEM simulation. China Civil Engineering Journal, 137(12):68-72 (in Chinese).
[8] Subhash, C., Khepar, S.D., 1964. Double under-reamed piles for foundations in black cotton soils. Indian Concrete Journal, (2):50-52.
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