A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Study on the Calculation Method of Vertical Displacement of Pipeline Induced by Tunnel Undercrossing Multiple Pipelines
https://orcid.org/http://orcid.org/0000-0001-9489-6538
In order to investigate the vertical displacement of the pipeline induced by the interaction of pipelines when a tunnel undercrossing multiple pipelines, the energy variational control equation is firstly established based on the principle of minimum potential energy, a method to calculate the vertical displacement of a pipeline is proposed when a tunnel undercrossing the single pipeline vertically. On this basis, considering the interaction between pipelines, the modified energy variational equation is established to calculate the vertical displacement of the pipeline under the condition that the tunnel runs vertically through multiple pipelines. Then, the accuracy of the calculation method is verified by using relevant experimental data. The influence parameters of vertical displacement of pipeline are analyzed, including the soil type of pipeline, the ground loss ratio caused by construction, the buried depth of pipeline and the elastic modulus of pipeline, among which the ground loss ratio has the greatest influence on vertical displacement of pipeline. When the buried depth of pipeline exceeds a certain depth, the vertical displacement of pipeline will increase obviously. The influence of soil type and elastic modulus of pipeline should be considered according to the actual engineering situation. The vertical displacement calculation method and influence parameter law of pipeline can predict the vertical displacement of pipeline in practical engineering.
Study on the Calculation Method of Vertical Displacement of Pipeline Induced by Tunnel Undercrossing Multiple Pipelines
https://orcid.org/http://orcid.org/0000-0001-9489-6538
In order to investigate the vertical displacement of the pipeline induced by the interaction of pipelines when a tunnel undercrossing multiple pipelines, the energy variational control equation is firstly established based on the principle of minimum potential energy, a method to calculate the vertical displacement of a pipeline is proposed when a tunnel undercrossing the single pipeline vertically. On this basis, considering the interaction between pipelines, the modified energy variational equation is established to calculate the vertical displacement of the pipeline under the condition that the tunnel runs vertically through multiple pipelines. Then, the accuracy of the calculation method is verified by using relevant experimental data. The influence parameters of vertical displacement of pipeline are analyzed, including the soil type of pipeline, the ground loss ratio caused by construction, the buried depth of pipeline and the elastic modulus of pipeline, among which the ground loss ratio has the greatest influence on vertical displacement of pipeline. When the buried depth of pipeline exceeds a certain depth, the vertical displacement of pipeline will increase obviously. The influence of soil type and elastic modulus of pipeline should be considered according to the actual engineering situation. The vertical displacement calculation method and influence parameter law of pipeline can predict the vertical displacement of pipeline in practical engineering.
Study on the Calculation Method of Vertical Displacement of Pipeline Induced by Tunnel Undercrossing Multiple Pipelines
https://orcid.org/http://orcid.org/0000-0001-9489-6538
In order to investigate the vertical displacement of the pipeline induced by the interaction of pipelines when a tunnel undercrossing multiple pipelines, the energy variational control equation is firstly established based on the principle of minimum potential energy, a method to calculate the vertical displacement of a pipeline is proposed when a tunnel undercrossing the single pipeline vertically. On this basis, considering the interaction between pipelines, the modified energy variational equation is established to calculate the vertical displacement of the pipeline under the condition that the tunnel runs vertically through multiple pipelines. Then, the accuracy of the calculation method is verified by using relevant experimental data. The influence parameters of vertical displacement of pipeline are analyzed, including the soil type of pipeline, the ground loss ratio caused by construction, the buried depth of pipeline and the elastic modulus of pipeline, among which the ground loss ratio has the greatest influence on vertical displacement of pipeline. When the buried depth of pipeline exceeds a certain depth, the vertical displacement of pipeline will increase obviously. The influence of soil type and elastic modulus of pipeline should be considered according to the actual engineering situation. The vertical displacement calculation method and influence parameter law of pipeline can predict the vertical displacement of pipeline in practical engineering.
Study on the Calculation Method of Vertical Displacement of Pipeline Induced by Tunnel Undercrossing Multiple Pipelines
Indian Geotech J
Wang, Hai-tao (author) / Xu, Ming-yang (author) / Wu, Yue-dong (author) / Cui, Ming-hua (author) / Tian, Jiang-tao (author)
Indian Geotechnical Journal ; 53 ; 1165-1174
2023-10-01
10 pages
Article (Journal)
Electronic Resource
English
Study on Settlement Influence of Newly Excavated Tunnel Undercrossing Large Diameter Pipeline
| DOAJ | 2022
Waterproof quality control method for electric power tunnel undercrossing riverway
| European Patent Office | 2023
Intelligent monitoring simulation system for undercrossing landslide section tunnel
| European Patent Office | 2022
Responses of Existing Tunnel Caused by Undercrossing Super-Large Diameter Shield Tunnel
| Springer Verlag | 2023
Sea area artificial island backfilling island and undercrossing tunnel excavation method
| European Patent Office | 2024