Search scope:
排序: Display mode:
Ji Peng
Strategic Study of CAE 2012, Volume 14, Issue 2, Pages 90-95
The construction of break-in and break-out of shield in the complicatedis to extend or deepen the frozen thickness outside the horizontal freezing ring which encircle the shieldthe technology of freezing reinforcement and risk control at all direction, in the construction of break-inand break-out of shield in the complicated condition of aquiferous geology is reliable, easy and willhave great value to be spread in the risk control of construction of break-in and break-out.
Keywords: the complicated condition of aquiferous geology break in and break out of shield at all direction
Frontiers of Environmental Science & Engineering 2022, Volume 16, Issue 7, doi: 10.1007/s11783-021-1517-0
• Fate of microplastics in integrated membrane system for water reuse was investigated.
Keywords: Water reclamation Integrated membrane system Microplastics Removal Coastal zone
Will Cryptocurrencies Break the Energy Bank?
Mitch Leslie
Engineering 2020, Volume 6, Issue 5, Pages 489-490 doi: 10.1016/j.eng.2020.03.011
Liang ZHUANG, Shiying YU, Xiaoyuan HUANG, Yang CAO, Huihua XIONG
Frontiers of Medicine 2009, Volume 3, Issue 1, Pages 26-29 doi: 10.1007/s11684-009-0008-7
Keywords: Ku80 DNA-PK(cs)-binding protein human ataxia telangiectasia mutated protein tumor cell lines radiosensitivity
Engineering Running Shoes to Break Records
Chris Palmer
Engineering 2020, Volume 6, Issue 9, Pages 962-963 doi: 10.1016/j.eng.2020.07.006
An old issue and a new challenge for nuclear reactor safety
F. D’AURIA
Frontiers in Energy 2021, Volume 15, Issue 4, Pages 854-859 doi: 10.1007/s11708-021-0729-0
Keywords: large break loss of coolant accident (LBLOCA) nuclear reactor safety (NRS) licensing perspectives basis
The emergency handling technique and practice of Tangjiashan barrier lake
Liu Ning,Yang Qigui
Strategic Study of CAE 2009, Volume 11, Issue 6, Pages 74-81
Keywords: earthquake Tangjiashan barrier lake landslip dam break
Finite Element Numerical Model on Break and Collapse Process of Frame Building by Blasting
Zhang Qi,Wu Feng,Wang Xiaolin
Strategic Study of CAE 2005, Volume 7, Issue 10, Pages 28-32
Demolishing of frame building by blast is complex and difficult. Based on mechanics process of demolishing blast of frame building, the numerical compute model on breaking of the frame building is set up in the paper. By this numerical compute way, the design projects of demolishing blasting of the frame can be simulated and the design parameters can be optimized. Through the simulation, the wastes of boreholes, explosive charges and safety protection material can be avoided. Sometimes the frame building does not collapse in the process of the demolishing blasting because the design project is not correct by experience. The situation of every member of the frame in the demolishing blasting can be computed by the present simulation way and the collapsing of the frame after blasting can be ascerlained. The numerical model offers a new design way for demolishing blast of frame building.
Keywords: engineering blast frame building finite element numerical compute
Two dimensional value simulation of shallow water equation
Xiang Bo,Mi Xiao,Ji Changming,Luo Qingsong
Strategic Study of CAE 2008, Volume 10, Issue 7, Pages 118-124
Keywords: shallow water equation finite volume method unstructured mesh dam-break
Chuhan Fu, Zhuoxi Li, Zengran Sun, Shaoqu Xie
Frontiers of Chemical Science and Engineering 2021, Volume 15, Issue 4, Pages 854-871 doi: 10.1007/s11705-020-1980-3
Keywords: salting-out sugaring-out extraction biofuels biochemicals application
Rasoul MEMARZADEH, Gholamabbas BARANI, Mahnaz GHAEINI-HESSAROEYEH
Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 3, Pages 412-424 doi: 10.1007/s11709-017-0432-8
The subject of present study is the application of mesh free Lagrangian two-dimensional non-cohesive sediment transport model applied to a two-phase flow over an initially trapezoidal-shaped sediment embankment. The governing equations of the present model are the Navier-Stocks equations solved using Weakly Compressible Smoothed Particle Hydrodynamics (WCSPH) method. To simulate the movement of sediment particles, the model considers a powerful two-part technique; when the sediment phase has rigid behavior, only the force term due to shear stress in the Navier-Stokes equations is used for simulation of sediment particles’ movement. Otherwise, all the Navier-Stokes force terms are used for transport simulation of sediment particles. In the present model, the interactions between different phases are calculated automatically, even with considerable difference between the density and viscosity of phases. Validation of the model is performed using simulation of available laboratory experiments, and the comparison between computational results and experimental data shows that the model generally predicts well the flow propagation over movable beds, the induced sediment transport and bed changes, and temporal evolution of embankment breaching.
Keywords: WCSPH method non-cohesive sediment transport rheological model two-part technique two-phase dam break
Frontiers of Mechanical Engineering 2022, Volume 17, Issue 2, doi: 10.1007/s11465-022-0676-4
Keywords: additional position change deviation correction trajectory earth pressure balance shield mechanical
Zooming in and out of ferroptosis in human disease
Frontiers of Medicine 2023, Volume 17, Issue 2, Pages 173-206 doi: 10.1007/s11684-023-0992-z
Keywords: ferroptosis human disease iron metabolism lipid peroxidation antioxidation
Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 5, Pages 1128-1143 doi: 10.1007/s11709-021-0753-5
Keywords: precast wall basement wall out-of-plane response quasi-static test sand backfill seismic parameters
Hua LIU, Xin XIE, Ruoyu TAN, Lianchao ZHANG, Dapeng FAN
Frontiers of Mechanical Engineering 2017, Volume 12, Issue 2, Pages 265-278 doi: 10.1007/s11465-017-0453-y
Keywords: mechatronic design linear compliant positioning stage large travel range high out-of-plane payload capacity
Title Author Date Type Operation
Technology of freezing reinforcement and risk control at all direction in construction of break in andbreak out of shield
Ji Peng
Journal Article
Fate of microplastics in a coastal wastewater treatment plant: Microfibers could partially break through
Journal Article
Correlativity study between expression of DNA double-strand break repair protein and radiosensitivity
Liang ZHUANG, Shiying YU, Xiaoyuan HUANG, Yang CAO, Huihua XIONG
Journal Article
The emergency handling technique and practice of Tangjiashan barrier lake
Liu Ning,Yang Qigui
Journal Article
Finite Element Numerical Model on Break and Collapse Process of Frame Building by Blasting
Zhang Qi,Wu Feng,Wang Xiaolin
Journal Article
Two dimensional value simulation of shallow water equation
Xiang Bo,Mi Xiao,Ji Changming,Luo Qingsong
Journal Article
A review of salting-out effect and sugaring-out effect: driving forces for novel liquid-liquid extraction
Chuhan Fu, Zhuoxi Li, Zengran Sun, Shaoqu Xie
Journal Article
Application of a weakly compressible smoothed particle hydrodynamics multi-phase model to non-cohesive embankment breaching due to flow overtopping
Rasoul MEMARZADEH, Gholamabbas BARANI, Mahnaz GHAEINI-HESSAROEYEH
Journal Article
Deviation correction strategy for the earth pressure balance shield based on shield–soil interactions
Journal Article
Seismic response of precast reinforced concrete wall subjected to cyclic in-plane and constant out-of-plane
Journal Article