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Journal of Zhejiang University SCIENCE A 1998 Vol.-1 No.-1 P.

10.1631/jzus.A1900408


Experimental study on the mechanical behavior and deformation characteristics of gravel cushion in an immersed tube tunnel


Author(s):  Wei-le CHEN, Chao GUO, Xiao HE, Bai-yong FU, Jian LIU

Affiliation(s):  SZ-Link Administration Center, Zhongshan 528400, China; more

Corresponding email(s):   lot_68@163.com

Key Words:  Immersed tube tunnel, Gravel cushion, Model experiment, Deformation characteristics


Wei-le CHEN, Chao GUO, Xiao HE, Bai-yong FU, Jian LIU. Experimental study on the mechanical behavior and deformation characteristics of gravel cushion in an immersed tube tunnel[J]. Journal of Zhejiang University Science A, 1998, -1(-1): .

@article{title="Experimental study on the mechanical behavior and deformation characteristics of gravel cushion in an immersed tube tunnel",
author="Wei-le CHEN, Chao GUO, Xiao HE, Bai-yong FU, Jian LIU",
journal="Journal of Zhejiang University Science A",
volume="-1",
number="-1",
pages="",
year="1998",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1900408"
}

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%T Experimental study on the mechanical behavior and deformation characteristics of gravel cushion in an immersed tube tunnel
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%A Chao GUO
%A Xiao HE
%A Bai-yong FU
%A Jian LIU
%J Journal of Zhejiang University SCIENCE A
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%@ 1673-565X
%D 1998
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1900408

TY - JOUR
T1 - Experimental study on the mechanical behavior and deformation characteristics of gravel cushion in an immersed tube tunnel
A1 - Wei-le CHEN
A1 - Chao GUO
A1 - Xiao HE
A1 - Bai-yong FU
A1 - Jian LIU
J0 - Journal of Zhejiang University Science A
VL - -1
IS - -1
SP -
EP -
%@ 1673-565X
Y1 - 1998
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1900408


Abstract: 
The immersed tube tunnel section of the ShenZhong Link exhibits complex geological conditions and high back sludge strength. The tunnel cushion adopts the gravel and flaky stone combined cushion. The major influencing factors of the mechanical deformation characteristics of the gravel and flaky stone composite cushion are studied through a physical model experiment. The following results are reported. (1) The load

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