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| 1 | Heme oxygenase-1 ameliorates LPS-induced acute lung injury correlated with downregulation of interleukin-33显示文摘 | Hui Yin Xiangyong Li Baohong Yuan Bobin Zhang Shilian Hu Hongbiao Gu Xiaobao Jin Jiayong Zhu | 2011 | International Immunopharmacology2011，，12： | 1 |
| 2 | Sirolimus ameliorates inflammatory responses by switching the regulatory T/T helper type 17 profile in murine colitis显示文摘 | Hui Yin Xiangyong Li Bobin Zhang Tao Liu Baohong Yuan Qian Ni Shilian Hu Hongbiao Gu | 2013 | Immunology2013，，4： | 1 |
| 3 | Simulation of Underground Reservoir Stability of Pumped Storage Power Station Based on Fluid-Structure Coupling显示文摘Based on global initiatives such as the clean energy transition and the development of renewable energy,the pumped storage power station has become a new and significant way of energy storage and regulation,and its construction environment is more complex than that of a traditional reservoir.In particular,the stability of the rock strata in the underground reservoirs is affected by the seepage pressure and rock stress,which presents some challenges in achieving engineering safety and stability.Using the advantages of the numerical simulation method in dealing deal with nonlinear problems in engineering stability,in this study,the stability of the underground reservoir of the Shidangshan(SDS)pumped storage power station was numerically calculated and quantitatively analyzed based on fluid-structure coupling theory,providing an important reference for the safe operation and management of the underground reservoir.First,using the COMSOL software,a suitablemechanicalmodel was created in accordance with the geological structure and project characteristics of the underground reservoir.Next,the characteristics of the stress field,displacement field,and seepage field after excavation of the underground reservoir were simulated in light of the seepage effect of groundwater on the nearby rock of the underground reservoir.Finally,based on the construction specifications and Molar-Coulomb criterion,a thorough evaluation of the stability of the underground reservoir was performed through simulation of the filling and discharge conditions and anti-seepage strengthening measures.The findings demonstrate that the numerical simulation results have a certain level of reliability and are in accordance with the stress measured in the project area.The underground reservoir excavation resulted in a maximum displacement value of the rock mass around the caverns of 3.56 mm in a typical section,and the safety coefficient of the parts,as determined using the Molar-Coulomb criterion,was higher than 1,indicating that the project as a whole is in a stable state. | Peng Qiao Shuangshuang Lan Hongbiao Gu Zhengtan Mao | 2024 | Computer Modeling in Engineering & Sciences2024，139，5： | 0 |
| 4 | Application and Research Progress of PRB for Groundwater Pollution Remediation显示文摘Because of its long processing time,low operating cost,simultaneous processing of multiple pollutants,PRB( permeable reactive barrier) is a commonly used technique for groundwater pollution remediation in western countries. But relative research about the PRB technology in China is still in its infancy. We reviewed the PRB structure,PRB repair mechanism and application progress at home and abroad. Aiming at the problems of PRB technology at reaction material selection,pollutant repair mechanism,removal of various pollution components and site installation design,development direction of the PRB technology was prospected. | Li Haiting Chi Baoming He Cunzhe Gu Hongbiao Jiang Jiyi Kong Huimin Zhang Ying | 2015 | Meteorological and Environmental Research2015，6，5： | 0 |
| 5 | Adaptability Analysis of Fluctuating Traffic for IP Switching and Optical Switching显示文摘The technological development of smart devices and Internet of Things(IoT)has brought ever-larger bandwidth and fluctuating traffic to existing networks.The analy⁃sis of network capital expenditure(CAPEX)is extremely important and plays a fundamen⁃tal role in further network optimizing.In this paper,an adaptability analysis is raised for IP switching and optical transport network(OTN)switching in CAPEX when the service bandwidth is fluctuating violently.This paper establishes a multi-layer network architec⁃ture through Clos network model and discusses impacts of maximum allowable blocking rate and service bandwidth standard deviation on CAPEX of IP network and OTN network to find CAPEX demarcation point in different situations.As simulation results show,when the bandwidth deviation mean rate is 0.3 and the maximum allowable blocking rate is 0.01,the hardware cost of OTN switching will exceed IP switching as the average band⁃width is greater than 6100 Mbit/s.When the service bandwidth fluctuation is severe,the hardware cost of OTN switching will increase and exceed IP switching as the single port rate is allowed in optical switching.The increasing of maximum allowable blocking rate can decrease hardware cost of OTN switching.Finally,it is found that Flex Ethernet(FlexE)can be used to decrease CAPEX of OTN switching greatly at this time. | LIAN Meng GU Rentao JI Yuefeng WANG Dajiang LI Hongbiao | 2021 | ZTE Communications2021，19，1： | 0 |
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