Consistency between density functional theory calculations and X-ray photoelectron spectroscopy measurements confirms our predications on the undercoordination-induced local bond relaxation and core level shift of alk...Consistency between density functional theory calculations and X-ray photoelectron spectroscopy measurements confirms our predications on the undercoordination-induced local bond relaxation and core level shift of alkali metal,which determine the surface,size and thermal properties of materials.Zone-resolved photoelectron spectroscopyanalysis method and bond order-length-strength theory can be utilized to quantify the physical parameters regarding bonding identities and electronic property of metal surfaces,which allows for the study of the core-electron binding-energy shifts in alkali metals.By employing these methods and first principle calculation in this work,we can obtain the information of bond and atomic cohesive energy of under-coordinated atoms at the alkali metal surface.In addition,the effect of size and temperature towards the binding-energy in the surface region can be seen from the view point of Hamiltonian perturbation by atomic relaxation with atomic bonding.展开更多
The objective of this study is to propose an artificial neural network(ANN)model to predict the excavation-induced tunnel horizontal displacement in soft soils.For this purpose,a series of finite element data sets fro...The objective of this study is to propose an artificial neural network(ANN)model to predict the excavation-induced tunnel horizontal displacement in soft soils.For this purpose,a series of finite element data sets from rigorously verified numerical models were collected to be utilized for the development of the ANN model.The excavation width,the excavation depth,the retaining wall thickness,the ratio of the average shear strength to the vertical effective stress,the ratio of the average unloading/reloading Young’s modulus to the vertical effective stress,the horizontal distance between the tunnel and retaining wall,and the ratio of the buried depth of the tunnel crown to the excavation depth were chosen as the input variables,while the excavation-induced tunnel horizontal displacement was considered as an output variable.The results demonstrated the feasibility of the developed ANN model to predict the excavation-induced tunnel horizontal displacement.The proposed ANN model in this study can be applied to predict the excavation-induced tunnel horizontal displacement in soft soils for practical risk assessment and mitigation decision.展开更多
This paper investigates the response of a maglev structure to three under-crossing tunnels of the Shanghai Metro Line 13.The minimal distance between the tunnels and pile groups of the maglev structure is only 1.5 m,t...This paper investigates the response of a maglev structure to three under-crossing tunnels of the Shanghai Metro Line 13.The minimal distance between the tunnels and pile groups of the maglev structure is only 1.5 m,thus the deformations of the maglev structure are strictly controlled for the serviceability of the operating maglev trains.The displacements of maglev piers and ground settlements during different tunnelling stages are monitored with an automatic measuring system.Based on the observed data,the ground settlement trough and displacements of maglev piers caused by the three shield tunnelling procedures are analyzed and discussed.The maximal ground settlement after the completion of the three tunnelling procedures is -43 mm.To operate the existing maglev safely,practical construction control methods are applied,including synchronous grouting,adjustment of the shield status,shield-advancing speed control,and stabilisation of the soil chamber pressure.With these countermeasures,the tunnel-induced deformations of maglev piers are well below the predefined thresholds.All piers heave under the strict deformation criterion of 2.0 mm.The crossing project is finally completed without interruptions of the maglev operations by monitoring the progress.The presented project is a valuable example for the evaluation of shield tunnelling effects on the adjacent maglev structures and establishes criteria for similar projects in the future.展开更多
基金supported by the National Natural Science Foundation of China (No.11947205 and No.61504079)the China Postdoctoral Science Foundation (No.2019M663877XB)+2 种基金the Startup Fund for Youngman Research at Shanghai Jiao Tong University (No.19X100040004)The fund from the Chongqing Special Postdoctoral Science Foundation(No.XmT2019021)supported by the center for HPC,Shanghai Jiao Tong University
文摘Consistency between density functional theory calculations and X-ray photoelectron spectroscopy measurements confirms our predications on the undercoordination-induced local bond relaxation and core level shift of alkali metal,which determine the surface,size and thermal properties of materials.Zone-resolved photoelectron spectroscopyanalysis method and bond order-length-strength theory can be utilized to quantify the physical parameters regarding bonding identities and electronic property of metal surfaces,which allows for the study of the core-electron binding-energy shifts in alkali metals.By employing these methods and first principle calculation in this work,we can obtain the information of bond and atomic cohesive energy of under-coordinated atoms at the alkali metal surface.In addition,the effect of size and temperature towards the binding-energy in the surface region can be seen from the view point of Hamiltonian perturbation by atomic relaxation with atomic bonding.
基金the financial support from National Natural Science Foundation of China(Grant Nos.52108381,52090082,41772295,and 51978517)Innovation Program of Shanghai Municipal Education Commission(Grant No.2019-01-07-00-07-456 E00051)+1 种基金Shanghai Science and Technology Committee Program(Nos.20dz1201404 and 21DZ1200601)key innovation team program of innovation talents promotion plan by MOST of China(No.2016RA4059).
文摘The objective of this study is to propose an artificial neural network(ANN)model to predict the excavation-induced tunnel horizontal displacement in soft soils.For this purpose,a series of finite element data sets from rigorously verified numerical models were collected to be utilized for the development of the ANN model.The excavation width,the excavation depth,the retaining wall thickness,the ratio of the average shear strength to the vertical effective stress,the ratio of the average unloading/reloading Young’s modulus to the vertical effective stress,the horizontal distance between the tunnel and retaining wall,and the ratio of the buried depth of the tunnel crown to the excavation depth were chosen as the input variables,while the excavation-induced tunnel horizontal displacement was considered as an output variable.The results demonstrated the feasibility of the developed ANN model to predict the excavation-induced tunnel horizontal displacement.The proposed ANN model in this study can be applied to predict the excavation-induced tunnel horizontal displacement in soft soils for practical risk assessment and mitigation decision.
基金financially supported by National Natural Science Foundation of China,China(Grants Nos.51978517,41772295,52090082,and 52108381)Innovation Program of Shanghai Municipal Education Commission(Grant No.2019-01-07-00-07-456 E00051)+2 种基金Shanghai Science and Technology Committee,China Program(Grants Nos.21DZ1200601,20DZ1201404)National Key Research and Development Program of China(Grant No.2021YFF0502200)China Postdoctoral Science Foundation,China(Grant No.2021M702491).
文摘This paper investigates the response of a maglev structure to three under-crossing tunnels of the Shanghai Metro Line 13.The minimal distance between the tunnels and pile groups of the maglev structure is only 1.5 m,thus the deformations of the maglev structure are strictly controlled for the serviceability of the operating maglev trains.The displacements of maglev piers and ground settlements during different tunnelling stages are monitored with an automatic measuring system.Based on the observed data,the ground settlement trough and displacements of maglev piers caused by the three shield tunnelling procedures are analyzed and discussed.The maximal ground settlement after the completion of the three tunnelling procedures is -43 mm.To operate the existing maglev safely,practical construction control methods are applied,including synchronous grouting,adjustment of the shield status,shield-advancing speed control,and stabilisation of the soil chamber pressure.With these countermeasures,the tunnel-induced deformations of maglev piers are well below the predefined thresholds.All piers heave under the strict deformation criterion of 2.0 mm.The crossing project is finally completed without interruptions of the maglev operations by monitoring the progress.The presented project is a valuable example for the evaluation of shield tunnelling effects on the adjacent maglev structures and establishes criteria for similar projects in the future.
