Shijie Wang
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Shijie Wang has a total of 22 co-authors. Here are the top co-authors by number of shared publications:
- Bin Wang
Zhejiang Provincial Engineering Technology Research Center of Marine Biomedical Products, School of Food and Pharmacy, Zhejiang Ocean University, Zhoushan 316022, China
1 shared publication - Bo Liu
School of Mechanics and Civil Engineering, China University of Mining and Technology-Beijing, Beijing, China
1 shared publication - Gang Nan
Air Force Medical University, Xi'an, China
1 shared publication - Hong-Yong Cui
Department of Cell Biology and National Translational Science Center for Molecular Medicine, Fourth Military Medical University, Xi’an, China
1 shared publication - Hongwei Li
Shaanxi Key Laboratory of High-Performance Precision Forming Technology and Equipment, Northwestern Polytechnical University, Xi’an, People’s Republic of China
1 shared publication - Jian-Li Jiang
Department of Cell Biology, National Translational Science Center for Molecular Medicine, Fourth Military Medical University, Xi’an, China
1 shared publication
Latest Publications
- Open Access
- 22 August 2022
- Published by American Association for the Advancement of Science (AAAS) in Cancer Communications
- Vol. 42 (8)
Cover Image, Volume 42, Issue 8
The cover image is based on the Research Article PDGFA‐associated protein 1 is a novel target of c‐Myc and contributes to colorectal cancer initiation and progression by Hong‐Yong Cui et al., https://doi.org/10.1002/cac2.12322.
- 22 August 2022
- Published by American Association for the Advancement of Science (AAAS) in Cancer Communications
- Vol. 42 (8)
Open AccessCover Image, Volume 42, Issue 8
The cover image is based on the Research Article PDGFA‐associated protein 1 is a novel target of c‐Myc and contributes to colorectal cancer initiation and progression by Hong‐Yong Cui et al., https://doi.org/10.1002/cac2.12322.
- 1 August 2021
- Published by American Society of Civil Engineers (ASCE) in International Journal of Geomechanics
- Vol. 21 (8) , 04021131
Effects of Undercrossing Tunneling on Existing Shield Tunnels
The lining rings of a shield tunnel are connected by steel bolts, which play an important role in longitudinal structural deformation during long-term operation. In recent decades, there have been increasing numbers of tunnel-crossing projects. In order to better understand the impact of undercrossing excavations on existing tunnels and to provide a quick and effective tool for evaluating the behaviors of existing tunnels before construction, a simplified analytical method is proposed. In the proposed model, a tunnel was simplified into a series of short beams connected by shear, tensile, and compressive springs, and the Pasternak two-parameter foundation model was used to describe the tunnel–soil interaction. The tunnel model not only considers the shear effect between the linings but also the rotation effect of the lining ring. The field data from two cases were used to compare with the calculated results, and the predictions were found to be in good agreement with the measured data, thus verifying the effectiveness of the method.
- 1 August 2021
- Published by American Society of Civil Engineers (ASCE) in International Journal of Geomechanics
- Vol. 21 (8) , 04021131
Effects of Undercrossing Tunneling on Existing Shield Tunnels
The lining rings of a shield tunnel are connected by steel bolts, which play an important role in longitudinal structural deformation during long-term operation. In recent decades, there have been increasing numbers of tunnel-crossing projects. In order to better understand the impact of undercrossing excavations on existing tunnels and to provide a quick and effective tool for evaluating the behaviors of existing tunnels before construction, a simplified analytical method is proposed. In the proposed model, a tunnel was simplified into a series of short beams connected by shear, tensile, and compressive springs, and the Pasternak two-parameter foundation model was used to describe the tunnel–soil interaction. The tunnel model not only considers the shear effect between the linings but also the rotation effect of the lining ring. The field data from two cases were used to compare with the calculated results, and the predictions were found to be in good agreement with the measured data, thus verifying the effectiveness of the method.