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| 1 | Predicting geological hazards during tunnel construction显示文摘The complicated geological conditions and geological hazards are challenging problems during tunnel construction,which will cause great losses of life and property.Therefore,reliable prediction of geological defective features,such as faults,karst caves and groundwater,has important practical significances and theoretical values.In this paper,we presented the criteria for detecting typical geological anomalies using the tunnel seismic prediction(TSP) method.The ground penetrating radar(GPR) signal response to water-bearing structures was used for theoretical derivations.And the 3D tomography of the transient electromagnetic method(TEM) was used to develop an equivalent conductance method.Based on the improvement of a single prediction technique,we developed a technical system for reliable prediction of geological defective features by analyzing the advantages and disadvantages of all prediction methods.The procedure of the application of this system was introduced in detail.For prediction,the selection of prediction methods is an important and challenging work.The analytic hierarchy process(AHP) was developed for prediction optimization.We applied the newly developed prediction system to several important projects in China,including Hurongxi highway,Jinping II hydropower station,and Kiaochow Bay subsea tunnel.The case studies show that the geological defective features can be successfully detected with good precision and efficiency,and the prediction system is proved to be an effective means to minimize the risks of geological hazards during tunnel construction. | Shucai Li Shuchen Li Qingsong Zhang Yiguo Xue Bin Liu Maoxin Su Zhechao Wang Shugang Wang | 2010 | Journal of Rock Mechanics and Geotechnical Engineering2010，2，3： | 25 |
| 2 | Large-area growth of ultra-high-density single-walled carbon nanotube arrays on sapphire surface显示文摘获得高密度的、大区域的围单人赛的碳 nanotube (SWNT ) 的可伸缩的途径穿的 A 为在实际电子设备认识到 SWNT 的完整的潜力是必要的;这仍然是大挑战。这里,我们由联合特洛伊催化剂在蓝宝石表面上为 ultra-high-density SWNT 数组的大区域的生长报导一个改进合成方法(免除了底层,保证超离频密度) 与瞬间 nanoparticles (在表面上装载了,稳定释放特洛伊催化剂) 作为合作催化剂。稠密、非常排列的 SWNT 盖住全部底层,本地密度象 160 tubes/m 一样高。在如此的数组上造的地效果晶体管(联邦货物税) 在排水管来源电压给了 488 A/m 的产量电流密度(V ds )= 门来源电压(V gs )=2 V,相应于在传导力上每 244 S/m 的宽度。这些结果在 SWNT 的控制结构的生长证实特洛伊瞬间催化剂的潜在的应用的宽范围。 | Lixing Kang Yue Hu Hua Zhong Jia Si Shuchen Zhang Qiuchen Zhao Jingjing Lin Qingwen Li Zhiyong Zhang Lianmao Peng Jin Zhang | 2015 | Nano Research2015，8，11： | 5 |
| 3 | Control system for cryogenic permanent magnet undulator(CPMU)of high energy photon source(HEPS)显示文摘Background High energy photon source(HEPS)is the fourth-generation light source,which uses a large number of highperformance insertion devices to generate synchrotron radiation.The control system is an important part of the insertion device(ID).Purpose Cryogenic permanent magnet undulator(CPMU)is one kind of IDs that works in liquid nitrogen temperature and ultra-high vacuum environment,and its control system is more difficult and complex than in-air ID.The design of the control system for CPMU will be introduced in detail.Method The sub-systems include high-precision magnetic gap control,safety protection,measurement and compensation of magnetic gap at cryogenic temperature and cryogenic temperature monitoring.Mature,reliable,stable technical schemes are designed to meet the technical specifications of sub-systems.Results The experiment results show that the magnetic gap motion accuracy can be controlled within 0.2–0.3μm under the step size of 1μm.The safety protection system has been tested in turn,and the predetermined protection can be achieved.The average value of magnetic gap cold contraction is 1.512 mm measured by optical micrometer,and the compensation is realized by software.The average temperature of the main magnet structure measured by the temperature sensors is 81.0 K,and the temperature gradient is 0.7 K/m.The temperature monitoring is reliable and stable.Conclusion The CPMU control system which is based on EPICS has been successfully applied to the CPMU prototype,and the test results have met the design specifications. | Shutao Zhao Jianshe Cao Huihua Lu Xiaoyu Li Shuchen Sun Yajun Sun Xiangzhen Zhang Lei Zhang Yuhui Li Zhiqiang Li Wan Chen Lingling Gong Qing Guo Keyun Gong Yongsheng Huang Yanwei Yang Yufeng Yang | 2021 | Radiation Detection Technology and Methods2021，5，1： | 2 |
| 4 | Mechanical design of a cryogenic Delta-Knot undulator for high energy photon source显示文摘Introduction A novel type of pure permanent cryogenic Delta–Knot Undulator was developed at IHEP to supply a high flux of full adjustable polarization synchrotron radiation with low on-axis power density.This prototype was an active attempt and early exploration for future APPLE–Knot undulator,which will be used at high energy photon source(HEPS).Materials and methods There are several challenges to develop a cryogenic delta undulator,such as the complicated structure,the influence of large magnetic force,and the magnetic measurement difficulty due to the very small gap.In this paper,the mechanical design for overcoming these difficulties will be presented in detail.Conclusion A special hall measuring system is developed,and the preliminary results agree with the theoretical results.This undulator prototype will provide valuable experience for angle magnetization technology,intricate magnetic attraction structure design,and magnetic field measurement under closed small space. | Shuchen Sun Huihua Lu Xiaoyu Li Xiangzhen Zhang Yanwei Yang Yajun Sun Lei Zhang Yuhui Li Zhiqiang Li Wan Chen Lingling Gong Shutao Zhao Qing Guo Keyun Gong Yongsheng Huang Yufeng Yang | 2021 | Radiation Detection Technology and Methods2021，5，1： | 1 |
| 5 | Different interventions on turbinate hypertrophy and compliance of CPAP on patients with OSAS显示文摘 | Shuchen Sun Yan Ma Li Yang | | 0，，2： | 1 |
| 6 | Systematic numerical simulation of rock tunnel stability considering different rock conditions and construction effects显示文摘 | ZHU Weishen LI Shucai LI Shuchen | 2003 | Tunneling and Underground Space Technology2003，18，： | 1 |
| 7 | Numerical mtatel for the zonal disinte~ation of the rock massaround deep underground workings 显示文摘 | LI Shucai FEN( Xianda LI Shuchen | 2013 | Theoretical and Applied Fracture Mechanics2013，67，5： | 1 |
| 8 | A first-principles study of helium diffusion in quartz and coesite under high pressure up to 12GPa显示文摘Helium diffusion in mantle minerals is crucial for understanding mantle structure and the dynamic processes of Earth's degassing.In this paper,we report helium incorporation and the mechanism of its diffusion in perfect crystals of quartz and coesite.The diffusion pathways,activation energies(Ea),and frequency factors of helium under ambient and high pressure conditions were calculated using Density Functional Theory(DFT)and the climbing image nudged elastic band(CI-NEB)method.The calculated diffusive coefficients of He in the quartz in different orientations are:D[100]=1.24×10^(−6)exp.(−26.83 kJ/mol/RT)m^(2)/s D[010]=1.11×10^(−6)exp.(−31.60 kJ/mol/RT)m^(2)/s.and in the coesite:D[100]=3.00×10^(−7)exp.(−33.79 kJ/mol/RT)m^(2)/s D[001]=2.21×10^(−6)exp.(−18.33 kJ/mol/RT)m^(2)/s.The calculated results indicate that diffusivity of helium is anisotropic in both quartz and coesite and that the degree of anisotropy is much more pronounced in coesite.Helium diffusion behavior in coesite under high pressures was investigated.The activation energies increased with pressure:Ea[100]increased from 33.79 kJ/mol to 58.36 kJ/mol,and Ea[001]increased from 18.33 kJ/mol to 48.87 kJ/mol as pressure increased from0 GPa to 12 GPa.Our calculations showed that helium is not be quantitatively retained in silica at typical surface temperatures on Earth,which is consistent with the findings from previous studies.These results have implications for discussion of the Earth's mantle evolution and for recognition thermal histories of ultra-high pressure(UHP)metamorphic terranes. | Hong Liu Lingling Wang Shuchen Li Yaochun Yang Hua Tian Fengxia Sun Chaowen Xu Lei Liu Yi Li Yueju Cui Ying Li Jijun Zhao | 2021 | Geoscience Frontiers2021，12，2： | 1 |
| 9 | Model for cover cracking due to con'osion expansion and uniform stresses at infinity 显示文摘 | Shu Caili Wang Mingbin Li Shuchen | 2007 | Applied Mathematical Modelling2007，，7： | 1 |
| 10 | Research on soil resistivity with four-probe method显示文摘 | Li Shuchen He Wei Fu Kunpeng | 2008 | 云南师范大学学报2008，28，1： | 1 |
| 11 | Systematic numerical simulation of rock tunnel stability considering different rock conditions and construction effects显示文摘 | Weishen Zhu Shucai Li Shuchen Li Weizhong Chen C.F. Lee | 2003 | Tunnelling and Underground Space Technology incorporating Trenchless Technology Research2003，，5： | 1 |
| 12 | Content mining and network analysisofmicroblogspam显示文摘 | Shen Yang Li Shuchen Ye Xiaoxiao | | 0，，01： | 1 |
| 13 | Content mining and network analysis of microblog spam显示文摘 | Shen Yang Li Shuchen Ye Xiaoxiao | | 0，，01： | 1 |
| 14 | Content min- ing and network analysis of microblog spam 显示文摘 | Shen Yang Li Shuchen Ye Xiaoxiao | 2010 | JCIT2010，5，1： | 1 |
| 15 | Systematic numerical simulation of rock tunnel stability considering different rock conditions and construction effects 显示文摘 | Zhu Weishen Li Shucai Li Shuchen | 2003 | Tunnelling and Underground Space Technology2003，18，5： | 1 |
| 16 | Numerical simulation of rock tunnel stability considering different rock conditions and construction effects 显示文摘 | Weishen Zhu Shucai Li Shuchen Li Weizhong Chen | 2003 | Tunneling and Underground Space Technology2003，18，5： | 1 |
| 17 | Estimates of strength and cracking behaviors of pre-flawed granite specimens treated by chemical corrosion under triaxial compression tests显示文摘Four types of granite specimens were prepared and treated by chemical corrosion for 5 and 30 days,which were then used to carry out triaxial compression tests under different confining pressuresσ_(3).Type A is the intact sample with no preexisting flaws.Types B and C are the samples containing two relatively low-dip flaws and two relatively high-dip flaws,respectively.Type D is the sample including both relatively low-dip and relatively high-dip flaws.The influences of pH value of chemical solutions,flaw distribution,corrosion time andσ_(3) on triaxial stress-strain curves and ultimate failure modes are analyzed and discussed.The results show that the pH value of the chemical solution,corrosion time and the arrangement of preexisting flaws play crucial roles in the cracking behaviors of granite specimens.Type A specimens have the largest peak axial deviatoric stress,followed by Type C,Type D,and Type B specimens,respectively.It is because the decrease in the inclination of preexisting flaws induces the weakening effect due to the decrease in the shadow area along the compaction direction.Under aσ_(3) of 5 MPa,the peak axial deviatoric stress drops by approximately 40.89%,29.08%,4.08%,and 23.53%for pH=2,4,7,and 12,respectively.For intact granite(Type A)specimens,the ultimate failure mode displays a typical shear mode.The connection of two secondary cracks initiated at the tips of preexisting cracks is always the ultimate failure and crack coalescence mode for Type B specimens.The ultimate failure and crack coalescence mode of Types C and D specimens are significantly affected by pH value of the chemical solution,corrosion time andσ_(3),which is different from those of Types A and B specimens due to the differences in flow distributions. | Zhicong LI Richeng LIU Shuchen LI Hongwen JING Xiaozhao LI Liyuan YU | 2022 | Frontiers of Earth Science2022，16，2： | 1 |
| 18 | Role of the pituitary tumor transforming gene 1 in the progression of hepatocellular carcinoma显示文摘 | Ming Liang Xianfeng Chen Wei Liu Shuchen Li Cong Li Liying Jiang Shulan Lv | 2011 | Cancer Biology & Therapy2011，，3： | 1 |
| 19 | Application of Multifactor Fuzzy Comprehensive Evaluation in Stability of Surrounding Rock of Underground Engineering显示文摘 | Li Jinglong Li Jiachun Li Shuchen | 2012 | Sensors & Transducers2012，16，： | 1 |
| 20 | Systematic numerical simulation of rock tunnel stability considering different rock conditions and construction effects 显示文摘 | Zhu Weishen Li Shucai Li Shuchen | 2003 | Tunneling and Underground Space Technology2003，18，： | 1 |
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