Danqing Song
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Danqing Song has a total of 141 co-authors. Here are the top co-authors by number of shared publications:
Xiaoli Liu
State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing, China
8 shared publications- Xiaoli Liu
State Key Laboratory of Hydroscience and Engineering, Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China
8 shared publications Wanpeng Shi
State Key Laboratory of Subtropical Building and Urban Science, School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, China
7 shared publicationsZhuo Chen
College of Civil Engineering, Sichuan Agricultural University, Dujiangyan, China
6 shared publications- Enzhi Wang
State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing, China
5 shared publications - Zhuo Chen
College of Civil Engineering, Sichuan Agricultural University, Dujiangyan 611830, China
5 shared publications
Latest Publications
- 20 August 2026
- Published by Springer Nature in Bulletin of Engineering Geology and the Environment
- Vol. 85 (9) , 588
Seismic response of strongly weathered sandstone slopes: fault–tunnel effects and the reinforcement mechanism
- 20 August 2026
- Published by Springer Nature in Bulletin of Engineering Geology and the Environment
- Vol. 85 (9) , 588
Seismic response of strongly weathered sandstone slopes: fault–tunnel effects and the reinforcement mechanism
- 16 March 2026
- Published by Springer Nature in Journal of Central South University
- Vol. 33 (5) , 2302-2325
Fatigue damage characteristics of moraine soil subjected to dynamic loading via the energy dissipation method
- 16 March 2026
- Published by Springer Nature in Journal of Central South University
- Vol. 33 (5) , 2302-2325
Fatigue damage characteristics of moraine soil subjected to dynamic loading via the energy dissipation method
- 23 December 2025
- Published by Springer Nature in Journal of Mountain Science
- Vol. 22 (12) , 4555-4573
Seismic response and failure mechanism of rock slope at tunnel entrance using frequency domain analysis
- 23 December 2025
- Published by Springer Nature in Journal of Mountain Science
- Vol. 22 (12) , 4555-4573
Seismic response and failure mechanism of rock slope at tunnel entrance using frequency domain analysis
- 11 November 2025
- Published by Springer Nature in Progress in Additive Manufacturing
- Vol. 11 (1) , 1243-1260
Rapid searching of process parameters in architected lattice via a gradient boosting machine learning framework with small sample sizes
- 11 November 2025
- Published by Springer Nature in Progress in Additive Manufacturing
- Vol. 11 (1) , 1243-1260
Rapid searching of process parameters in architected lattice via a gradient boosting machine learning framework with small sample sizes
- 21 August 2025
- Published by Springer Nature in Geotechnical and Geological Engineering
- Vol. 43 (7) , 1-22
Effect of Interface Characteristics on Load Transfer and Deformation in Composite Tunnel Linings
- 21 August 2025
- Published by Springer Nature in Geotechnical and Geological Engineering
- Vol. 43 (7) , 1-22
Effect of Interface Characteristics on Load Transfer and Deformation in Composite Tunnel Linings
- Open Access
- 9 May 2025
- Published by Springer Nature in Scientific Reports
- Vol. 15 (1) , 1-17
Failure modes affected by stress concentration in gneiss: laboratory triaxial experiment and numerical reproduction
Since infrastructure development has increasingly encountered gneiss, and its complex mechanical characteristics have brought engineering much hardship, research on gneiss has been booming. However, the stress concentration effect in gneiss has seldom been studied. This work found an under-discussed phenomenon and tried to explain it by the stress concentration effect. Specifically, triaxial compression experiments with different confined pressures on gneiss samples with different embedded textures and an improved Cosserat constitutive model were employed to study the textures in gneiss. The constitutive model was meant to simulate the experiment by adjusting the stress concentration effect in the texture areas in gneiss samples. The phenomenon found in the experiment for discussion was that the different textures in gneiss can cause different failure modes but not necessarily affect its compression strength. The phenomenon was then successfully reproduced by the finite element method with the improved Cosserat model by setting different stress concentration degrees in the textures. The experimental and simulation results revealed a potential mechanism to explain the phenomenon: the diverse failure modes observed in gneiss samples with identical strength may result from variations in stress concentration distributions. Lastly, a new method to trigger strain localization by setting stress concentration regions is proposed based on the analysis. This work may provide a different understanding of the failures in rocks with directional textures and inspire studies in localized stress concentration effects.
- 9 May 2025
- Published by Springer Nature in Scientific Reports
- Vol. 15 (1) , 1-17
Open AccessFailure modes affected by stress concentration in gneiss: laboratory triaxial experiment and numerical reproduction
Since infrastructure development has increasingly encountered gneiss, and its complex mechanical characteristics have brought engineering much hardship, research on gneiss has been booming. However, the stress concentration effect in gneiss has seldom been studied. This work found an under-discussed phenomenon and tried to explain it by the stress concentration effect. Specifically, triaxial compression experiments with different confined pressures on gneiss samples with different embedded textures and an improved Cosserat constitutive model were employed to study the textures in gneiss. The constitutive model was meant to simulate the experiment by adjusting the stress concentration effect in the texture areas in gneiss samples. The phenomenon found in the experiment for discussion was that the different textures in gneiss can cause different failure modes but not necessarily affect its compression strength. The phenomenon was then successfully reproduced by the finite element method with the improved Cosserat model by setting different stress concentration degrees in the textures. The experimental and simulation results revealed a potential mechanism to explain the phenomenon: the diverse failure modes observed in gneiss samples with identical strength may result from variations in stress concentration distributions. Lastly, a new method to trigger strain localization by setting stress concentration regions is proposed based on the analysis. This work may provide a different understanding of the failures in rocks with directional textures and inspire studies in localized stress concentration effects.
- 12 March 2025
- Published by Springer Nature in Geotechnical and Geological Engineering
- Vol. 43 (3) , 1-23
Deterioration of Debris Flow Deposits in High-Intensity Areas under Wet-Dry Cycles: Insights from Laboratory Static and Dynamic Tests
- 12 March 2025
- Published by Springer Nature in Geotechnical and Geological Engineering
- Vol. 43 (3) , 1-23
Deterioration of Debris Flow Deposits in High-Intensity Areas under Wet-Dry Cycles: Insights from Laboratory Static and Dynamic Tests
- 21 October 2024
- Published by Springer Nature in Environmental Monitoring and Assessment
- Vol. 196 (11) , 1-24
Three-dimensional intelligent monitoring and early warning technology for tailings ponds based on spatiotemporal fusion of multisource big data
To solve the difficult problems of tailings dam instability and environmental pollution, multisource information perception, prediction and early warning technology for tailings dams are investigated. Taking a tailings pond in China as an example, a three-dimensional visualization intelligent management platform based on the spatiotemporal fusion of multisource big data is established to realize intelligent real-time monitoring, prediction and early warning of tailings dams. A monitoring system for air-space-ground integration was developed via high-resolution optical image recording, unmanned aerial vehicles (UAVs), radar, video surveillance and displacement sensors. This approach can realize pollution monitoring and efficient identification of high-risk areas. In addition, a machine learning algorithm is used to mine spatiotemporal data in detail. The Alibaba cloud platform was adopted to develop a data integration framework. Multisensor spatiotemporal data from tailings dams and multisource monitoring data from the environment were integrated. The integrated management of tailings dam environmental monitoring, pollution and stability assessment is realized. A stability prediction model for tailings dams based on multisource data is proposed. The temporal and spatial information of various forms of data is analysed from multiple levels and perspectives. Rapid prediction of the disaster situation and stability of tailings ponds is realized. Moreover, a tailings pollution assessment model based on a neural network is integrated with multisource information to establish a multifactor environmental pollution neural network assessment model and a multilevel warning platform. This work can provide technical support for intelligent monitoring and early warning systems for tailings ponds.
- 21 October 2024
- Published by Springer Nature in Environmental Monitoring and Assessment
- Vol. 196 (11) , 1-24
Three-dimensional intelligent monitoring and early warning technology for tailings ponds based on spatiotemporal fusion of multisource big data
To solve the difficult problems of tailings dam instability and environmental pollution, multisource information perception, prediction and early warning technology for tailings dams are investigated. Taking a tailings pond in China as an example, a three-dimensional visualization intelligent management platform based on the spatiotemporal fusion of multisource big data is established to realize intelligent real-time monitoring, prediction and early warning of tailings dams. A monitoring system for air-space-ground integration was developed via high-resolution optical image recording, unmanned aerial vehicles (UAVs), radar, video surveillance and displacement sensors. This approach can realize pollution monitoring and efficient identification of high-risk areas. In addition, a machine learning algorithm is used to mine spatiotemporal data in detail. The Alibaba cloud platform was adopted to develop a data integration framework. Multisensor spatiotemporal data from tailings dams and multisource monitoring data from the environment were integrated. The integrated management of tailings dam environmental monitoring, pollution and stability assessment is realized. A stability prediction model for tailings dams based on multisource data is proposed. The temporal and spatial information of various forms of data is analysed from multiple levels and perspectives. Rapid prediction of the disaster situation and stability of tailings ponds is realized. Moreover, a tailings pollution assessment model based on a neural network is integrated with multisource information to establish a multifactor environmental pollution neural network assessment model and a multilevel warning platform. This work can provide technical support for intelligent monitoring and early warning systems for tailings ponds.