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Liu Bao-jian (2008)
Centrifugal model of arch action of granular soil fills of culverts under high embankmentJournal of Chang'an University
(2014)
Research on shallow buried soil super-long box culvert jacking key technology of highway
Zhanping You, Yongxu Xia, Chang-shun Hu, Binggang Wang (2001)
Finite Element Analysis of Concrete Pavements Over CulvertsInternational Journal of Geomechanics, 1
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Numerical analysis on mechanical characteristics of jacking device for shallow soil-covered and over-long box culvert
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A simple contact–friction interface element with applications to buried culvertsInternational Journal for Numerical and Analytical Methods in Geomechanics, 7
Kyungsik Kim, C. Yoo (2006)
Closure of "Design Loading on Deeply Buried Box Culverts"Journal of Geotechnical and Geoenvironmental Engineering, 132
(2008)
Research on slurry interface formation mechanisms and effection of the large section box culvert construction
A. Laupa, C. Siess, N. Newmark (1954)
The Flexural and Shear Strength of Reinforced Concrete Box Culverts
A. Garg, A. Abolmaali, Raul Fernandez (2007)
Experimental Investigation of Shear Capacity of Precast Reinforced Concrete Box CulvertsJournal of Bridge Engineering, 12
(2007)
Simulation experiment about oversize box culvert jacked into highway subgrade
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Long-term serviceability and risk assessment of shallow underground RC culverts and tunnels
R. Acharya, Jie Han, J. Brennan, R. Parsons, D. Khatri (2016)
Structural Response of a Low-Fill Box Culvert under Static and Traffic LoadingJournal of Performance of Constructed Facilities, 30
A. Garg, A. Abolmaali (2006)
Shear Behavior of Small Span Single and Double Precast Reinforced Concrete Box Culverts
Kyungsik Kim, C. Yoo (2006)
Closure to “Design Loading on Deeply Buried Box Culverts” by Kyungsik Kim and Chai H. YooJournal of Geotechnical and Geoenvironmental Engineering, 132
(2004)
Shear Behaviour of Concrete Box Culverts: A Preliminary Study
R. Acharya, Jie Han, R. Parsons, J. Brennan (2016)
Field testing and numerical modeling of a low-fill box culvert under a flexible pavement subjected to traffic loadingGeomechanics and Engineering, 11
Zhang Xiao-wei (2009)
Research on soil displacement regulations with jacking method for super-large shallow-buried box culvertRock and Soil Mechanics
R. Acharya, Jie Han, R. Parsons (2016)
Numerical Analysis of Low-Fill Box Culvert under Rigid Pavement Subjected to Static Traffic LoadingInternational Journal of Geomechanics, 16
Junsuk Kang, F. Parker, Y. Kang, C. Yoo (2008)
Effects of frictional forces acting on sidewalls of buried box culvertsInternational Journal for Numerical and Analytical Methods in Geomechanics, 32
Ge Jin-ke (2005)
EXPERIMENTAL STUDY ON COEFFICIENT OF FRICTION BETWEEN A BOX CULVERT AND MIXTURE COMPOSED OF THIXOTROPIC SLURRY AND CLAY OR STEEL PIPE DURING CULVERT BEING PUSHED BY PIPE-ROOF
(2014)
Research on shallow buried soil super-long box culvert jacking key technology of highway. Master’s Thesis, Chang’an
(2008)
Research on slurry interface formation mechanisms and effection of the large section box culvert
(2015)
Experiment analysis on friction coefficient of oversize box culvert jacked into highway subgrade
K. Maekawa, Xiaoxu Zhu, N. Chijiwa, S. Tanabe (2016)
Mechanism of Long-Term Excessive Deformation and Delayed Shear Failure of Underground RC Box CulvertsJournal of Advanced Concrete Technology, 14
R. Bennett, S. Wood, E. Drumm, N. Rainwater (2005)
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Stress and strain law for the box culvert floor: (a) stress characteristics and (b) strain characteristics
Jun-hui Zhang, Yongsheng Yao, Jian-long Zheng, Tao Zhang (2015)
Centrifugal model test and numerical simulation of vertical earth pressure on soft foundation box culvertJournal of Central South University, 22
(2018)
Analysis on mechanical characteristics of soil-covered and over-long box culvert and construction scheme of jacking
G. Frederick, K. Tarhini (1989)
Model analysis of box culverts subjected to highway loadingExperimental Mechanics, 29
A. Dasgupta, B. Sengupta (1991)
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You-lin Pu, Shengyu Huang, Jian Zhang, L. Duan (2009)
Research of the Soil Movement by Jacking Construction of a Super-Large Shallow Buried Box-Culvert
In this article, the factors affecting the friction coefficient between a box culvert’s sidewalls and surrounding soil and the box culvert’s mechanical behavior during the jacking process in construction were studied with an engineering example in Guangdong province, China. First, the principal factors that affected changes in the friction coefficient and its law were analyzed with self-development model testing. Second, in combination with 3D finite element simulation, both the stress and strain laws of a box culvert’s different parts were studied by considering changes in jacking distance, soil thickness, and drag reduction material. The results showed that with increasing jacking distance, both the curves of stress and strain on the roof and floor with jacking distance exhibited an “armchair” shape, while the web had a “trapezoid” shape as the box culvert was jacked into the subgrade. Both the thickness and characteristics of the cover soil on top of the box culvert had an essential influence on the stress and strain values of the box culvert’s structure. Water content’s effect on the friction coefficient decreased gradually when the water content exceeded its plastic limit. The optimal ratio of cement slurry to soil was approximately 1:4 in the project. It is also suggested that a paraffin and engine oil mixture can be used as a drag reduction material when jacking a box culvert.
Advances in Structural Engineering – SAGE
Published: Jul 1, 2020
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